Loading...
16-4649IF THERE ARE NO MARKUPS ON LAYOUT, THEN TRUSSES WILL BE BUILT AS DESIGNED AND CT WILL NOT BE BACK—CHARGED FOR ANY ITEMS FOUND AFTER THE FACT OF THE RETURNED LAYOUT ALL DIMENSIONS AND CONDITIONS THAT EFFECT WD. TRUSSES MUST BE VERIFIED BY BUILDER AND/OR ARCHITECT BEFORE ANY PRODUCTION OF WD. TRUSSES VERIFY ALL DIMENSIONS, WALL HGT.s, COL. HGT.s & LOCATION GIRDER LOCATIONS, CLG HGT.s, COFFER CLG. LOCATIONS END DETAILS, PITCH, FASCIA, O.H. & CANT SOME DOWN FRAMING REQ. BY BLDR. DROP CLG., CEILING CHANGE & COFFER CLG. AREAS ind Load Type: LOADS ROOF FLOOR SCE 7-10 MWFRS 30 psf concurrent live load on trusses designed with storage space. EJ5 Design Wind Speed: 00 EJ5 Check TRUSS ENGINEERING for gravity and uplift values. If the 170 mph TCLL 30 40 Building Type: the responsibility of the builder to provide a suitable connection. _ - EJ5 Enclosed TCDL 15 20 Category mportance Factor: 1 " 2' 0" r HANGER II 1.00 BCDL 10 5 Duration Factor: G B THD28 2x8 4486 4115 2330 28.16d 16-10d 1 112" Roof 1.25 / Floor 1.00 BCLL 0 0 Building Exposure: THDH26-2 2x6 5245 4375 2340 2046d 846d FRAMING FOR INFORMATION. CT IS NOT AND WILL NOT TAKE ANY E "D" TOTAL 55 65 5' 0" J1 Truss bottom chord analyzed with 10psf non -concurrent live load 1 " v J3 30 psf concurrent live load on trusses designed with storage space. EJ5 TRUSS HANGER INFORMATION 00 EJ5 Check TRUSS ENGINEERING for gravity and uplift values. If the ill v EJ5 value exceeds the capacity of a hanger shown below, then it is 3' v the responsibility of the builder to provide a suitable connection. _ - EJ5 All 2 -ply hanger values are based on a 2 -ply supporting girder. 3-11" 2' 0" MSTAM24/HTWM20 Connection R OR EQUAL. b bidr. 1545 5 1/4" Tapcon 9-10d S GRAVITY FASTENER 1 " 2' 0" r HANGER X 2-RT16A OR Connection 2760 16-10d 18-10dx1-112' EQUAL b bidr. Y CONN. ROOF FLOOR UPLIFT GIRDER TRUSS A THD26 2x6 3060 2645 2265 1846d 12-10d 1 1/2" G B THD28 2x8 4486 4115 2330 28.16d 16-10d 1 112" C THD26-2 2x6 3355 2770 2340 18.16d 12-10d ENGINEER OF RECORD, PER LOCAL CODE. REFER TO THE STRUCTURAL D THDH26-2 2x6 5245 4375 2340 2046d 846d FRAMING FOR INFORMATION. CT IS NOT AND WILL NOT TAKE ANY E THDH26-3 2x6 5245 4376 2340 20-16d 846d if F THD28-2 2x8 5005 4310 2595 2846d 16.10d INFORMATION IS THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. 43' 4" BEARING HEIGHT DISCLAIMER: EJ5 IT IS THE SOLE RESPONSIBILITY OF THE ARCHITECT OR PROJECT G THDH28.22x8 8025 7360 3330 36.16d 10.16d J3 H H THDH28-3 2x8 7835 7595 4370 3646d 12-16d DRAWINGS FOR THIS INFORMATION. CT IS NOT AND WILL NOT BE I THD46 2x6 3175 2540 2285 1846d 12.10d r✓� M � Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q '` J HJC26 2X6 3490 2135. 1646d 5.10d 5' 0" J1 A 3' 2' 0" 1 " v J3 0' EJ5 v 00 EJ5 3' 2' 0., i ill v EJ5 J3 3' v 1 " 2' 0 , G\, _ - EJ5 N 3-11" 2' 0" MSTAM24/HTWM20 Connection R OR EQUAL. b bidr. 1545 5 1/4" Tapcon 9-10d S EJ5 1 " 2' 0" r EJ5 X 2-RT16A OR Connection 2760 16-10d 18-10dx1-112' EQUAL b bidr. Y EJ5 EJ5 J3 G J1 EJ5 Cr N 5' 0" i 000� A 3' 2' 0" 1 " v 2 0' 3' 11" 2' 0" G\9 v 00 = 3' 2' 0., i ill v O GTWS2T 2x8 10900 8720 8436 22 - WS3 16 - WS3 J3 3' v 1 " 2' 0 , G\, _ - Q co @v � 3-11" 2' 0" MSTAM24/HTWM20 Connection R OR EQUAL. b bidr. 1545 5 1/4" Tapcon 9-10d S 3' Ef 1 " 2' 0" r A /60"' X 2-RT16A OR Connection 2760 16-10d 18-10dx1-112' EQUAL b bidr. Y EJ5 G **IMPORTANT INFORMATION** ALL REACTIONS, UPLIFTS, ETC. ARE THE RESPONSIBILITY OF THE EJ5 Cr N EJ5 ENGINEER OF RECORD, PER LOCAL CODE. REFER TO THE STRUCTURAL FRAMING FOR INFORMATION. CT IS NOT AND WILL NOT TAKE ANY If if if EJ5 I INFORMATION IS THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. BEARING HEIGHT DISCLAIMER: EJ5 IT IS THE SOLE RESPONSIBILITY OF THE ARCHITECT OR PROJECT if J3 H DRAWINGS FOR THIS INFORMATION. CT IS NOT AND WILL NOT BE RESPONSIBLE FOR THIS INFORMATION. J1 FIELD BRACING -is not the responsibility of the truss fabricator, truss designer, or plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding temporary and erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. r Cl) y Trusses shall be erected and fastened in a straight and plumb position. Where no direct top chord sheathing is applied, trusses must be braced at 24" on center maximum. Where no direct bottom chord sheathing is applied, trusses must be braced per local code. Trusses must be handled with extreme care during erection to prevent damage or personal 43' 4" injury. Refer to truss engineering for connection and bracing requirements. These I calculations are supplied in order for the ENGINEER OF RECORD to adequately provide for connection and integration of the roof assembly to the supporting structure. Designers of supporting connections are SOLELY responsible for the int rity of their d t T eg pro uc . russes remain our property until paid for in full. Truss layouts and engineering may not be reproduced in part or in full under any circumstances. SHOP DRAWING APPROVAL THIS PLACEMENT PLAN MUST BE APPROVED PRIOR TO COMMENCING TRUSS ENGINEERING OR FABRICAITON. THE BUILDER MUST VERIFY THE COORDINATION OF ALL THE INFORMATION IN THIS PLAN WITH THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. ANY VARIATIONS BETWEEN THE FINAL PLACEMENT PLAN AND THE ARCHITECTURAL OR STRUCTURAL PLAN IS THE SOLE RESPONIBILITY OF THE CUSTOMER, AND ANY EXPENSES INVOLVED IN CHANGES AFTER TRUSS FABRICATION IS THE RESPONSIBILITY OF THE CUSTOM AND NOT CUSTOM TRUSS LLC. Approved By: Dat NOTE: Horizontal and Vertical Truss reactions and uplift Hatch Legend calculations are provided by CUSTOM TRUSS LLC., for the JOB ENGINEER OF RECORD to accurately provide 111-011 support for the ROOF TRUSS SYSTEM and for proper connection of the ROOF TRUSS SYSTEM to the supporting 81-011 structure, State of Florida Registered Engineer CARL G. FORBES, PE FL.Reg.Nos 20699 555 W. POMPANO PKWY. POMPANO BEACH, FL. 33069 (954) 682-6651 Date: Revisions: CUSTOM TRUSS 1890 W. ATLANTIC AVE. DELRAY BEACH, FL 33444 PH: (954) 786-8800 FAX: (954) 786-8804 us omer: I IMPERIAL & ATLANTIS GC Job Name:. t ,.�.� BALL RES.DUPLEX &GARAGE 0 Job Address: XXX SW 2ND AVE N U E BU124 L kwO``�zto Subdivision: Lot: Block: City: ST: ZIP: BOYNTON BEACH FL Drawn By: Scale: Date: VB 1/4"=1' 11/30/2015 Job Number: 170683 K SKHH46UR 2x6 2100 1680 1345 1246d 6-16d L SKHH26UR 2x6 1890 1510 2190 1846d 12-10dxl-12 M SKHH26L-2/R-2 2x6 2100 1680 895 1246d 446dx2-1/2 J1 N O GTWS2T 2x8 10900 8720 8436 22 - WS3 16 - WS3 J3 P GTWS3T 2x8 12470 11100 12490 28 - WS3 24 - WS3 Q GTWS4T 2x8 12470 11100 12490 28 - WS3 24 - WS3 EJ5 MSTAM24/HTWM20 Connection R OR EQUAL. b bidr. 1545 5 1/4" Tapcon 9-10d S EJ5 T RT16A OR EQUAL Connection 1380 8-10d 940dx1.1/T b bidr. X 2-RT16A OR Connection 2760 16-10d 18-10dx1-112' EQUAL b bidr. Y EJ5 z ONNECTOR BY BLDR **IMPORTANT INFORMATION** ALL REACTIONS, UPLIFTS, ETC. ARE THE RESPONSIBILITY OF THE EJ5 Cr N EJ5 ENGINEER OF RECORD, PER LOCAL CODE. REFER TO THE STRUCTURAL FRAMING FOR INFORMATION. CT IS NOT AND WILL NOT TAKE ANY RESPONSIBILITY FOR ANY TYPE OF THIS INFORMATION. THIS EJ5 INFORMATION IS THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. BEARING HEIGHT DISCLAIMER: EJ5 IT IS THE SOLE RESPONSIBILITY OF THE ARCHITECT OR PROJECT ENGINEER REGARDING BEAM ELEVATIONS AND BREAK LOCATIONS FOR J3 CHANGES IN BEAM HEIGHTS. CT BEAM HEIGHT SCHEDULE IS A GUIDELINE ONLY. REFER TO ARCHITECTUAL AND STRUCTURAL DRAWINGS FOR THIS INFORMATION. CT IS NOT AND WILL NOT BE RESPONSIBLE FOR THIS INFORMATION. J1 FIELD BRACING -is not the responsibility of the truss fabricator, truss designer, or plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding temporary and erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. r Cl) y Trusses shall be erected and fastened in a straight and plumb position. Where no direct top chord sheathing is applied, trusses must be braced at 24" on center maximum. Where no direct bottom chord sheathing is applied, trusses must be braced per local code. Trusses must be handled with extreme care during erection to prevent damage or personal 43' 4" injury. Refer to truss engineering for connection and bracing requirements. These I calculations are supplied in order for the ENGINEER OF RECORD to adequately provide for connection and integration of the roof assembly to the supporting structure. Designers of supporting connections are SOLELY responsible for the int rity of their d t T eg pro uc . russes remain our property until paid for in full. Truss layouts and engineering may not be reproduced in part or in full under any circumstances. SHOP DRAWING APPROVAL THIS PLACEMENT PLAN MUST BE APPROVED PRIOR TO COMMENCING TRUSS ENGINEERING OR FABRICAITON. THE BUILDER MUST VERIFY THE COORDINATION OF ALL THE INFORMATION IN THIS PLAN WITH THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. ANY VARIATIONS BETWEEN THE FINAL PLACEMENT PLAN AND THE ARCHITECTURAL OR STRUCTURAL PLAN IS THE SOLE RESPONIBILITY OF THE CUSTOMER, AND ANY EXPENSES INVOLVED IN CHANGES AFTER TRUSS FABRICATION IS THE RESPONSIBILITY OF THE CUSTOM AND NOT CUSTOM TRUSS LLC. Approved By: Dat NOTE: Horizontal and Vertical Truss reactions and uplift Hatch Legend calculations are provided by CUSTOM TRUSS LLC., for the JOB ENGINEER OF RECORD to accurately provide 111-011 support for the ROOF TRUSS SYSTEM and for proper connection of the ROOF TRUSS SYSTEM to the supporting 81-011 structure, State of Florida Registered Engineer CARL G. FORBES, PE FL.Reg.Nos 20699 555 W. POMPANO PKWY. POMPANO BEACH, FL. 33069 (954) 682-6651 Date: Revisions: CUSTOM TRUSS 1890 W. ATLANTIC AVE. DELRAY BEACH, FL 33444 PH: (954) 786-8800 FAX: (954) 786-8804 us omer: I IMPERIAL & ATLANTIS GC Job Name:. t ,.�.� BALL RES.DUPLEX &GARAGE 0 Job Address: XXX SW 2ND AVE N U E BU124 L kwO``�zto Subdivision: Lot: Block: City: ST: ZIP: BOYNTON BEACH FL Drawn By: Scale: Date: VB 1/4"=1' 11/30/2015 Job Number: 170683 No. Revl510n/I55ue Date CONSTRUCT DUPLEX BUINLDING AND A REQ. BY B.D. 3-13-2017 DETTACHED 4 UNITS GARAGE BUILDING. p 5" A REQ. BY B.D. 7-17-2017 T.B.B. ELEV. FLOOR ELEV. 0'-6" T.C.T.B. ELEV. T.B.B. ELEV. " 43'-4" I ._4.. GARAGE BUILDING DUPLEX BUILDING 12a r WEST ELEVATION " -�- �777-����� 2' O.H. 12" 5" C.M.U. WALL 5TUCCO 43'_4° GARAGE BUILDING NORTH ELEVATION A mi iPi i=v 'RI ill n1t\ v ­N T.B.B. ELEV. 8`-0' 2' I, 13'-5" 0. M. HINGLES : _._ T.B.B. ELEV. T.B.B. EL V., B. ELE TB Y b -O 8 L -U-LIE i L2 -U -LINT L I j T.B.D. ELEV. 8'-o" FLOOR ELEV. I 1 0:_6.: /2"0 WEDGE ANCHOK5 48" O.C. MAX. @ TOP W/ 3x3x%4 FLAT WASHERS 1' o o.. o %2"O WEDGE ANCHORO 48" O.C. M� X. @ o SIDES W/ 3�3xi/4 FLAT WASHERS MAX (MAX. 1 O'-0 GARAGE DOOR OPENING) 2" X Gil F.T. BUCK FOR GARAGE DOORS: NOTE: MIN. 112"0 WEDGE ANCHORS BOLTS W/ 3x3x I/4" WASHERS EMBED. MIN. 4" IN CURED CONCRETE 4" FROM ENDS AND AT 30"o.c. MAX. AT SIDES AND 48"o.c. MAX. AT TOP CONFIRM. REQUIREMENTS W/ GARAGE DOOR SHOP DRAWINGS. FRAMEWORK TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. G.C. TO COORDINATE MASONRY OPENING WITH PROPOSED DOORS AND WINDOWS. TYPICAL WOOD DUCK TO CONCRETE CONNECTION DETAIL SCALE: N.T.S. (MCAL) G O.H. FLOOR ELEV. ..- C.M.U. WALL $ 5TUcco FLOOR ELEV. r6- _ 0'-0" 0 �I I I4 I 145.04'Aiii- T.B.B. ELEV. 64'-8" IT -I" 86JF- 0. k l — 28'-7 i I18'_7" ' lPROPOSED /;PROPOSED -4 43'" 11'-4" W UNIT # I /UNIT #2 893 5QFT / / 893 5QPT I ' AliFLOOR ELEV. //�� / 36'-10" 74x1 1 ! PROPOSED 4 CARS 7s.o7' , , / 1 i ' / ,' /� �' " 21'-4" X, GARAGE BUILDING 77 % I 1 I j ,924 SQFT�'� I I� 1 -- fl Ic 43'4" 12' I. ' II _ DRIVEWAY - DRIVEWAY /^ it V J 25' 25' I , 7'-6" 12' 39' 12' 21',2" i Z — — — I 1 - - - - 145.04' , 5.W. 15T STREET P LD oPOSED SITE FLAN ELEVATION TYPICAL SCALE: 3/32" = 1'- O" ARCH BEAM REI NEORCI NG DIAGRAM SCALE: N.T.S. DE51GN CRITERIA: I) CODE EDITION: FBC 2014 NEW CONSTRUCTION (NEW SFR) 2) WIND LOAD DE51GN CRITERIA: (PER SEC. I G09 -1`15C 2014): • WIND VELOCITY: 170 MPH • EXPOSURE CATEGORY: D • RISK CATEGORY: 11 • MEAN ROOF HEIGHT: < 30 FT` • INT. PRESSURE COEF: +/-0.18 3) OCCUPANCY: RESIDENTIAL GROUP R-3 4) CONSTRUCTION TYPE: V 5) BUILDING CATEGORY: II (ENCLOSED) G) COMPONENTS * CLADDING: SEE ROOF PLAN Structural Notes All work shall conform to the Florida Budding Code (FBC), 2014 edition, and all other applicable local codes and Local Amendments. All structural loads shall be In accordance with IF BC 2014 chapter I G. a. Roof loads: REQ . BY 15. D . 9-01-2017 0111111, 1 831rgfdd p'R - P Y g Is o e >ed with 8d galy. or better nails 4"o.c. edges and G"o.c. field- interior drywall _avraed with sere=.. ! 12 ion d -" vaU scr-ei, a: ,. o.�. dor / rY' cei6n sand 8 9. g ®�r144�g1 J o.c. on walls per `5C 230G. I . R 702.3.6 44/ C/) , Y w J - r rc m I Anchor in fill CMU r ��a to column to ex stm mason with i wide x 16 awe 9 rY g ., _ <C corrugated galvar=zed steel masonry anchors embedded -in rna5onryjomt5 at I G" - Ln W o.c. fasten masa : } anchors to existing concrete / masonry with 1/4" tapcoh LLJ n > LU J o WLLJ QD C) z - � Live Load 12 psf Superimposed Dead Load 20 psf for Asphalt Shingles Superimposed Dead Load 30 psf for cement the b. ;-first Floor loads: Live Load 40 psf Baicony live Load 50 psf (If applicable) U j Superimposed Dead Load 20 psf for floor wood framing U Superimposed Dead Load 100 psf for suspended concrete >^ U-) slabs LY_/ O c. kV;nil Loads: In accordance with ASCE 7-10 [budding W m category 2; 170 mph wind speed; exposure D, and CO W importance factor I = 1 .001 and Internal pressure Z 1— coefficient GCpi= +/-0. 181 and an average MWPRS O � � E pressure of 30 psf. 1-- tNt�� �� O Allowable Soil bearing capacity : 2500 P51'.� Q)V� �- (y Ail structural concrete shall have minimum comprC551Ve strength of 3000 psi at 28 days- {— Q C Slabl Footings to be concrete with minimum 2500 p5i. compressive strength at (r) z4z _ Q N 28 days . See plans for size and steel requirements. Z Minimum concrete protection for reinforcing bars: Footings: 3" Beams: I -%2" 0 _ 0 5U5perl&ed Slabs: I ". Q) _ J I Lap a!i re. riforcmg steel a minimum of 48 bar diameters. Grade GO steel minimum -I+ � � in yea s and columns. W = AH ? •r e- in contact With concrete or ma5onry5hall be pressure treated. z Q r F— C r cracking of structural components due to Installation of hardware is LLJ not pe ted. LLJ LLJ Unless ^ nerwise noted, the in5tallation of specified hardware shall conform to Z Z s the manufacture5 instructions and standard practice. W M B - pomt5 of trusses shall have vertical studs in a number equal to the z W C-) \—/ l ler ofplies of the bearing member when the bearing member is 2 or more W — J p==ee unless noted. e=5 otherwise no -d for exterior walls exterior 1 wood she Ithmt b 48 O.C.48" O.C. MAX. MAX. _.._..__._ ........... n� to"'6 �\ V.t i Im ce SPREMerv�5, LLC. I Drawn b: o� 511via labra I it m , Cell: (5G,) 5 1 2-4G2 ------- -----' mserVICC5 mall.com e-mail: 5pr- 9 4 %z"x 4 %2"CUT Sheet MASONRY INSPECTION DOWELS TO Pr�►eGt t CLEAN OUT HOLE. MATCH VERT. J TYPICAL MA50NfZY Date FILLED CELL DETAIL 09- 14-201 G e SCALE: N.T.S. cJGaI e 3/1 Gil - P Y g Is o e >ed with 8d galy. or better nails 4"o.c. edges and G"o.c. field- interior drywall _avraed with sere=.. ! 12 ion d -" vaU scr-ei, a: ,. o.�. dor / rY' cei6n sand 8 9. g J o.c. on walls per `5C 230G. I . R 702.3.6 �- J - r rc m I Anchor in fill CMU r ��a to column to ex stm mason with i wide x 16 awe 9 rY g ., _ <C corrugated galvar=zed steel masonry anchors embedded -in rna5onryjomt5 at I G" - CE) o.c. fasten masa : } anchors to existing concrete / masonry with 1/4" tapcoh LLJ n LLJ fa5tener5 with rr , mum 1 1/4" embedment. Exterior porch ceding and soffit 7/8" o QD stucco on h O � lath w/2i/4" nailing. z - - - rV Storm pro -, . ecusred for all glazed openings in accordance w/ O City of l5ojrico 5eac i � F.B.C. 201 4 amendment. 0 I..1J Produce c i req. for doors, windows, roof, engmeered lumber, garage door QD * storM ;2f`tection in accordance w/ FBC 2014 and 5 (`(� City of ynton Beach. z VVI` 1 Iry 48 O.C.48" O.C. MAX. MAX. _.._..__._ ........... n� to"'6 �\ V.t i Im ce SPREMerv�5, LLC. I Drawn b: o� 511via labra I it m , Cell: (5G,) 5 1 2-4G2 ------- -----' mserVICC5 mall.com e-mail: 5pr- 9 4 %z"x 4 %2"CUT Sheet MASONRY INSPECTION DOWELS TO Pr�►eGt t CLEAN OUT HOLE. MATCH VERT. J TYPICAL MA50NfZY Date FILLED CELL DETAIL 09- 14-201 G e SCALE: N.T.S. cJGaI e 3/1 Gil J U �- J LLJ _ <C Q CE) a/ LLJ n LLJ A- o QD 1 z - rV (�-� O Q 0 I..1J QD QD z Iry -{- x Q U -J z F) :X 48 O.C.48" O.C. MAX. MAX. _.._..__._ ........... n� to"'6 �\ V.t i Im ce SPREMerv�5, LLC. I Drawn b: o� 511via labra I it m , Cell: (5G,) 5 1 2-4G2 ------- -----' mserVICC5 mall.com e-mail: 5pr- 9 4 %z"x 4 %2"CUT Sheet MASONRY INSPECTION DOWELS TO Pr�►eGt t CLEAN OUT HOLE. MATCH VERT. J TYPICAL MA50NfZY Date FILLED CELL DETAIL 09- 14-201 G e SCALE: N.T.S. cJGaI e 3/1 Gil T.B.B. ELEV. FLOOR ELEV. O'-6" 1.91, 171 12" 5" F/ 5" T.B.B. ELEV. 2' O.H. FLOOR ELEV. o.-o"IFV T.B.B. ELEV. FLOOR ELEV. rk BAND TYP. BAND Tl'P. 43'-4" 1 P-4" 55-4" GARAGE BUILDING DUPLEX BUILDING WEST ELEVATION 55-4 DUPLEX BUILDING SOUTH ELEVATION T.B.B. ELEV. FLOOR ELEV. NORTH ELEVATION (GARAGE BUILDING) SCALE: 3/1 G" = I' - 0" V2"O WEDGE ANCHORS 48" O.C. MAX. @ TOP W/ 3x3x%4 FLAT WASHERS M' 0 0 � 4" %2"OWED ANG� 48" O.0 @ SIDE_95%W)/% 3x%4 FLAT WASHERS MAX ° \ e4 (MAX. 10-0" GARAGE DOOR OPENING) 2" X G" P.T. BUCK FOR GARAGE DOORS: NOTE: MIN. 1/2"0 WEDGE ANCHORS BOLTS W/ 3x3x1/4" WASHERS EMBED. MIN. 4" IN CURED CONCRETE 4" FROM ENDS AND AT 30"o.c. MAX. AT SIDES AND 48"o.c. MAX. AT TOP CONFIRM. REQUIREMENTS W1 GARAGE DOOR SHOP DRAWINGS. FRAMEWORK TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. G.C. TO COORDINATE MASONRY OPENING WITH PROPOSED DOORS AND WINDOWS. TYPICAL WOOD BUCK TO CONCRETE CONNECTION DETAIL SCALE: N.T.S. SCALE: 3/1 G" = 1 ' - O" 12" EAST ELEVATION SCALE: 3/1 G" = 1 ' - 0" T.B.B. ELEV. FLOOR ELEV. T.B.B. ELEV. 1 I FLOOR ELEV. 50UTH ELEVATION (GARAGE BUILDING) SCALE: 3/1 G" = 1'- 0" f YICAL) r---- r -----j- j---�- j------j---- II----��- }} } 1 1 1 1 1 J ' J- ---- -'------'------L- - -'- 1 ==� J -----J---- } 1 1 ADD 2 #5 f COLUMN REINFORCE COLUMN REINFORCE 1 ELEVATION TYPICAL ARCH BEAM REINFORCING DIAGRAM SCALE: N.T.S. s" I 43'-4 GARAGE BUILDING L 12" LT T.B.B. ELEV. a' -o^ 2' 13'-5" O.H. DESIGN CRITERIA: 1) CODE EDITION: FBC 2014 NEW CONSTRUCTION (NEW SFR) 2) WIND LOAD DESIGN CRITERIA: (PER SEC. 1609 -PBC 2014): • WIND VELOCITY: 170 MPH • EXPOSURE CATEGORY: D • RISK CATEGORY: II • MEAN ROOF HEIGHT: < 30 FT • INT. PRESSURE COEF: +/-0.18 3) OCCUPANCY: RESIDENTIAL GROU D-3� 4) CONSTRUCTION TYPE: V 5) BUILDING CATEGORY: 11 (ENCLOSED) G) COMPONENTS * CLADDING: SEE ROOF PLAN Structural NOte5 All work shall conform to the Florida Building Code (PBC), 2014 edition, and all other applicable local codes and Local Amendments. All structural loads shall be in accordance with FBC 2014 chapter I G. a. Roof loads: Live Load 12 psf Superimposed Dead Load 20 psf for Asphalt Shingles Superimposed Dead Load 30 psf for cement the b. First Floor loads: Live Load 40 psf Balcony live Load 50 psf (if applicable) Superimposed Dead Load 20 psf for floor wood framing Superimposed Dead Load 100 psf for suspended concrete slabs c. Wind Loads: In accordance with ASCE 7-10 (building category 2; 170 mph wind speed; exposure D, and importance factor I = 1 .001 and internal pressure coefficient GCpi= +/-0. 181 and an average MWFRS pressure of 30 psf. Allowable Soil bearing capacity 2500 1`517. All structural concrete shall have minimum compressive strength of 3000 psi at 28 days. Slab/ Footings to be concrete with minimum 2500 psi, compressive strength at 28 days . See plans for size and steel requirements. Minimum concrete protection for reinforcing bars: Footings: 3" Beams: I -%2" Suspended Slabs: I ". Lap all reinforcing steel a minimum of 48 bar diameters. Grade GO steel minimus in beams and columns. All Lumber in contact with concrete or masonry shall be pressure treated. Splitting or cracking of structural components due to installation of hardware is No. Revision/Issue Date w— �,,, Ln CO CO CO cr a.. 0 C CZ (f) ELEV. b' -O" W U 2'2' O.H. O.H. Ir FLOOR ELEV. � o' -o" 1 P-4' nm EAST ELEVATION SCALE: 3/1 G" = 1 ' - 0" T.B.B. ELEV. FLOOR ELEV. T.B.B. ELEV. 1 I FLOOR ELEV. 50UTH ELEVATION (GARAGE BUILDING) SCALE: 3/1 G" = 1'- 0" f YICAL) r---- r -----j- j---�- j------j---- II----��- }} } 1 1 1 1 1 J ' J- ---- -'------'------L- - -'- 1 ==� J -----J---- } 1 1 ADD 2 #5 f COLUMN REINFORCE COLUMN REINFORCE 1 ELEVATION TYPICAL ARCH BEAM REINFORCING DIAGRAM SCALE: N.T.S. s" I 43'-4 GARAGE BUILDING L 12" LT T.B.B. ELEV. a' -o^ 2' 13'-5" O.H. DESIGN CRITERIA: 1) CODE EDITION: FBC 2014 NEW CONSTRUCTION (NEW SFR) 2) WIND LOAD DESIGN CRITERIA: (PER SEC. 1609 -PBC 2014): • WIND VELOCITY: 170 MPH • EXPOSURE CATEGORY: D • RISK CATEGORY: II • MEAN ROOF HEIGHT: < 30 FT • INT. PRESSURE COEF: +/-0.18 3) OCCUPANCY: RESIDENTIAL GROU D-3� 4) CONSTRUCTION TYPE: V 5) BUILDING CATEGORY: 11 (ENCLOSED) G) COMPONENTS * CLADDING: SEE ROOF PLAN Structural NOte5 All work shall conform to the Florida Building Code (PBC), 2014 edition, and all other applicable local codes and Local Amendments. All structural loads shall be in accordance with FBC 2014 chapter I G. a. Roof loads: Live Load 12 psf Superimposed Dead Load 20 psf for Asphalt Shingles Superimposed Dead Load 30 psf for cement the b. First Floor loads: Live Load 40 psf Balcony live Load 50 psf (if applicable) Superimposed Dead Load 20 psf for floor wood framing Superimposed Dead Load 100 psf for suspended concrete slabs c. Wind Loads: In accordance with ASCE 7-10 (building category 2; 170 mph wind speed; exposure D, and importance factor I = 1 .001 and internal pressure coefficient GCpi= +/-0. 181 and an average MWFRS pressure of 30 psf. Allowable Soil bearing capacity 2500 1`517. All structural concrete shall have minimum compressive strength of 3000 psi at 28 days. Slab/ Footings to be concrete with minimum 2500 psi, compressive strength at 28 days . See plans for size and steel requirements. Minimum concrete protection for reinforcing bars: Footings: 3" Beams: I -%2" Suspended Slabs: I ". Lap all reinforcing steel a minimum of 48 bar diameters. Grade GO steel minimus in beams and columns. All Lumber in contact with concrete or masonry shall be pressure treated. Splitting or cracking of structural components due to installation of hardware is No. Revision/Issue Date w— �,,, Ln CO CO CO cr a.. 0 C CZ (f) W U Ir � LLJ nm "V W N 1 � E O (!� L p (ll ZIry O L Q W =V p F— Z Z__ DL wb_/� not permitted. W O aU € 2 r Unless otherwise noted, the installation of specified hardware shall conform to 5°� ; ASPf1ALT - the manufactures instructions and standard practice. Z Z Hi t Bearing points of trusses shall have vertical studs in a number equal to the LU 0 tB.B. ELEV, M - ww T•B•B, ELEv number of plies of the bearing member when the bearing member is 2 or more W N Q lu U A, 4 . O - - plies unless noted. 2 L2-u-uNTEL 2 Unless otherwise noted for exterior walls, exterior plywood sheathing is to be O.H. 0 . nailed with 8d oalv. or better nails 4"o.c. edges and G"o.c. field. Interior drywall o screwed with screws 1 1/2" long drywall screw are 7" o.c. for ceilings and 8" o.c. on wails per FBC 2306. I . R 702.3.6 C 5Tu cO Anchor in -fill CMU / starter column to existing masonry with I " wide x I G" gage corrugated galvanized steel masonry anchors embedded in masonryjoints at I G" o.c. fasten masonry anchors to existing concrete / masonry with 1/4" tapcon fasteners with minimum 1 1/4" embedment. Exterior porch ceiling and soffit 7/8" FLOOR ELEV. _ .._ _ FLOOR ELEV. stucco on high rib lath w12V4" nailing. o' -o" Storm protection required for all glazed openings in accordance w! Cltyof Boynto Beach * F.B.C. 2014 amendment. -=~ Product approval req. for doors, windows, roof, engineered lumber, garage door Lin NORTH ELEVATION R t storm protection in accordance w/ FBC 2014 and Beach.r•P� (DUPLEX LJ U (LD (N G) City of Boynton Beach. SCALE. 3/1 G — 1'- 0 General Notes I . The responsibility of the Engineer in records 15 limited only to thc- ( ` Scope of Work and the information presented in this package. It LLv should be roto,-; al; the design and recommendations presented W = Is pa�c eare ,*Sed on information given to the Engineer of C } ; if �entl •, the recommendations stated within this .,"favi=nci —ay be contradicted if inspection sugcgests otherwise. Q I O 2. This drawing should in no way be taken as an implied warranty that LU ' there are no hidden defects present and whether or not this ED (�] ]as.oa' structure was or,ginally constructed in accordance.with with applicable ^L z building codes, the original construction documents, or on sound j. i engineering9rrncipfes and practices. LU 7 '1 I 3. Th ex s] .n sig acture elements including, but not limited to, slab, (� W 13`1" foo ers, seams, posts, and walls are all by others. They are not the res onsibilit > of the Engineer of record. ' 4. Builder must'm5pect the structural conditions of any unauthorized I Q o 2s'-7^ 1 �/ �/ 1 I existing }mprovernents built before the Commencement of this0 i addition. Any defects andlor inconsistencies with the presented LU 18"7" �' / / ' ' �' � drawings must be reported to the Engineer in records immediately. 5. Builder must verify that all dimensions and characteristics of the W I ? PROPOSED % PROPOSED 1 Q 43'4" ]u••4^ structural elements of the existin buildingare as shown on the UNIT #I j / ' / UNIT #2 L i drawings and notes. if any incon i tency 1observed, builder must z 1 % 893 SQF1 , j '' , , 893 SQFT 1 1 notify the engineer of record immediately.UJ • ae 10 w G. Builder shall retain the truss company to visit the fob site to verify ail dimensions and the fea5ibilit of the proposed truss layout with Q 74.91' I ' FR0P0`iED 4 CAIG / j' ' i 75 07' i - respect to the new walls, exist ng walls, and existing roof. 21'4^ GARAGE BUILDI' < 7. The builder shall make a thorough ins ection of all existin structural s s' g p g elements, existin oints and the existin u lift connectors of the 9 J 9 pbudding and report any defects or discrepancies to the Engineer in re obuilderd 8. e shall use work standards and exercise caution w } I dealing with the existing building elements. Hammering, cr P r ~it Ni 13'-4"— 2 '-s" 13'-4" 25' I sphtting, and/or damaging is strict) prohibited to an of )4- any %%��, ` I0� 43'-4^ 12' I 1 ' existin structural eleme 9 s joints and y fi ..` a DRIVEWAY 9 connectors. �1 i DRIVEWAY Refer to Structural notes for more In5truction5. $$ ! , - 1 } 7CI IJi �U1 3t MHP 25' 25' EteGftal 7'-6" 12' 39' 12' 21'-2" 48MOC. 4MC 1 gL1 111 T 1 s , c E _' m tIf — tet— — — — — — — - — — — — — — '• �� }I�....s.,a-��.c. .. - .. cztsn.- -c.... 1 I45.04' I mYG/85_L 5N. W. 1ST STREET -_ �,l P �� Drawn b f . <0 I Aj ixor, 1- v a ( .;hi, ,a 7Ys'�. 1` $J L`€Y Lf"' R. PROPOSED 51TE PLAN -mail: s remservices mail. om SCALE: 3/32" = 1' - O" p @9 4 %2"x 4 1/2"CUT MASONRY INSPECTION DOWELS TO Pro ect CLEAN OUT HOLE. MATCH VERT. TYPICAL MA50NKY Date FI LLED CELL DETAIL 09-14-201 G 50 SCALE: N.T.S. Scale T.B.B. ELEV. a_0" 2' O.H. FLOOR ELEV. � �� 6" STUCCO BAND TYP. T. 5.5. ELEV. 6-0" FLOOR ELEV. O' -O" 12" 12" 12" � SOUTH � PUJ LE CA ff-LEVT_JION .� UILDING) E: 3/1+ "= 1'-0" T.B.B. ELEV. a'_a, FLOOR ELEV. a_a' 55'-4" DUPLEX BUILDING 5" C.M.U. WALL *STUCCO 43.4" GARAGE BUILDING 12' 12" 2 O.H. T.B.B. ELEV. 2' 13 NORTH ELEVATION (DUPLEX BUILDING) T.B.B. ELEV. a-0" FLOOR ELEV. cel o O O %2"O WEDGE ANCHOR5 48" O.C. MAX. @ o SIDES W/'3�3x1/4 F T WASHERS o o CONSTRUCT DUPLEX BUINLDING AND DETTACHED 4 UNITS GARAGE BUILDING. DESIGN CRITERIA: I) CODE EDITION: FBC 2014 NEW CONSTRUCTION (NEW SFR) 2) WIND LOAD DE51GN CRITERIA: (PER 5EC. I G05 -1`15C 2014): • WIND VELOCITY: 170 MPH • EXPOSURE CATEGORY: D • RISK CATEGORY: II • MEAN ROOF HEIGHT: < 30 FT • INT. PRESSURE COEF: +/-0.15 3) OCCUPANCY: RESIDENTIAL GROUP R-3 4) CONSTRUCTION TYPE: V 5) BUILDING CATEGORY: II (ENCLOSED) G) COMPONENT5 * CLADDING: SEE ROOF PLAN Structural Notes All work shall conform to the Florida Building Code (FDC), 2014 edition, and all other applicable local codes and Local Amendments. All structural loads shall be in accordance with FBC 2014 chapter I G. a. Roof loads: Live Load 12 psf Superimposed Dead Load 20 psf for Asphalt Shingles Superimposed Dead Load 30 psf for cement tile b. First Floor loads: Live Load 40 psf Balcony live Load 50 psf (if applicable) Superimposed Dead Load 20 psf for floor wood framing Superimposed Dead Load 100 psf for suspended concrete Slabs c. Wind Loads: In accordance with ASCE 7-10 [building category 2; 170 mph wind speed; exposure D, and importance factor I = 1 .001 and internal pressure coefficient GCpi= +/-0. 181 and an average MWFRS pressure of 30 psf. Allowable Soil bearing capacity : 2500 PSF. All structural concrete Shall have minimum compressive Strength of 3000 psi at 28 days. Slab/ Footings to be concrete with minimum 2500 psi. compressive strength at 28 days . See plans for size and steel requirements. Minimum concrete protection for reinforcing bars: Footings: 3" Beams: I -%2" Suspended Slabs: I ", Lap all reinforcing steel a minimum of 48 bar diameters. Grade GO steel minimum in beams and columns, All Lumber in contact with concrete or masonry Shall be pressure treated. Splitting or cracking Of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware Shall conform to the manufactures instructions and standard practice. Bearing points of trusses shall have vertical studs in a number equal to the number of plies of the bearing member when the bearing member is 2 or more plies unless noted. Unless otherwt5e noted for exterior walls, exterior plywood Sheathing is to be nailed wwitn &i f. or better nails 4"o.c. edges and G"o.c. field. Interior drywall mrd- e& v .tg„ 5 .rew,5 1 112" long drywall screw are 7" o.c. for ceilings and 8" o.c. on walls mer FBC 2306. I . R 702.3.4 Anchor in -fill CMU / Starter column to existing masonry with I " wide x I G" gage corrugated galvanized steel masonry anchors embedded in masonryjoints at I G" o.c. fasten masonry anchors to existing concrete / masonry with 1/4" tapcon fasteners with minimum 1 1/4" embedment. Exterior porch ceiling and soffit 7/8" stucco on high rib lath w/2%4" nailing. Storm ;Protectitan required for all glazed openings in accordance w/ C y c5cynto 5ach * F.B.C. 2014 amendment. No. KeVISion/ISSUe� Date 0 W .> I _ 1 I , - ;-'-- �'_� _,, _--' ! 4 I n EGU55 WINDOWS (25.55 QFT) FLOOR ELEV. t— �•o- Z W _ _ - - 55-4" DUPLEX BUILDING (� 1 1 _4. LLl LL WEST ELEVATION A SCALE: 3/1 G" = 1'- 0" 12. SALT 1 a 5" T.B.B. ELEV. 0 U -i D_ C.M.U. WALL STUCCO 2' O.H. ! ! EA. SIDE ~ FLOOR ELEV. tV- _71V -(Y0. ff-LEVT_JION .� UILDING) E: 3/1+ "= 1'-0" T.B.B. ELEV. a'_a, FLOOR ELEV. a_a' 55'-4" DUPLEX BUILDING 5" C.M.U. WALL *STUCCO 43.4" GARAGE BUILDING 12' 12" 2 O.H. T.B.B. ELEV. 2' 13 NORTH ELEVATION (DUPLEX BUILDING) T.B.B. ELEV. a-0" FLOOR ELEV. cel o O O %2"O WEDGE ANCHOR5 48" O.C. MAX. @ o SIDES W/'3�3x1/4 F T WASHERS o o CONSTRUCT DUPLEX BUINLDING AND DETTACHED 4 UNITS GARAGE BUILDING. DESIGN CRITERIA: I) CODE EDITION: FBC 2014 NEW CONSTRUCTION (NEW SFR) 2) WIND LOAD DE51GN CRITERIA: (PER 5EC. I G05 -1`15C 2014): • WIND VELOCITY: 170 MPH • EXPOSURE CATEGORY: D • RISK CATEGORY: II • MEAN ROOF HEIGHT: < 30 FT • INT. PRESSURE COEF: +/-0.15 3) OCCUPANCY: RESIDENTIAL GROUP R-3 4) CONSTRUCTION TYPE: V 5) BUILDING CATEGORY: II (ENCLOSED) G) COMPONENT5 * CLADDING: SEE ROOF PLAN Structural Notes All work shall conform to the Florida Building Code (FDC), 2014 edition, and all other applicable local codes and Local Amendments. All structural loads shall be in accordance with FBC 2014 chapter I G. a. Roof loads: Live Load 12 psf Superimposed Dead Load 20 psf for Asphalt Shingles Superimposed Dead Load 30 psf for cement tile b. First Floor loads: Live Load 40 psf Balcony live Load 50 psf (if applicable) Superimposed Dead Load 20 psf for floor wood framing Superimposed Dead Load 100 psf for suspended concrete Slabs c. Wind Loads: In accordance with ASCE 7-10 [building category 2; 170 mph wind speed; exposure D, and importance factor I = 1 .001 and internal pressure coefficient GCpi= +/-0. 181 and an average MWFRS pressure of 30 psf. Allowable Soil bearing capacity : 2500 PSF. All structural concrete Shall have minimum compressive Strength of 3000 psi at 28 days. Slab/ Footings to be concrete with minimum 2500 psi. compressive strength at 28 days . See plans for size and steel requirements. Minimum concrete protection for reinforcing bars: Footings: 3" Beams: I -%2" Suspended Slabs: I ", Lap all reinforcing steel a minimum of 48 bar diameters. Grade GO steel minimum in beams and columns, All Lumber in contact with concrete or masonry Shall be pressure treated. Splitting or cracking Of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware Shall conform to the manufactures instructions and standard practice. Bearing points of trusses shall have vertical studs in a number equal to the number of plies of the bearing member when the bearing member is 2 or more plies unless noted. Unless otherwt5e noted for exterior walls, exterior plywood Sheathing is to be nailed wwitn &i f. or better nails 4"o.c. edges and G"o.c. field. Interior drywall mrd- e& v .tg„ 5 .rew,5 1 112" long drywall screw are 7" o.c. for ceilings and 8" o.c. on walls mer FBC 2306. I . R 702.3.4 Anchor in -fill CMU / Starter column to existing masonry with I " wide x I G" gage corrugated galvanized steel masonry anchors embedded in masonryjoints at I G" o.c. fasten masonry anchors to existing concrete / masonry with 1/4" tapcon fasteners with minimum 1 1/4" embedment. Exterior porch ceiling and soffit 7/8" stucco on high rib lath w/2%4" nailing. Storm ;Protectitan required for all glazed openings in accordance w/ C y c5cynto 5ach * F.B.C. 2014 amendment. No. KeVISion/ISSUe� Date 0 W .> I _ 1 I , - ;-'-- �'_� _,, _--' ! `- L tL n a - t— �•o- Z W _ _ - - O (� w 2" X G" P.T. BUCK LLl LL Product approval reci. for doors, windows, roof, engineered lumber, garage door € 5tc—r- protect m accordance w/ FBC 2014 and m City of Boynton Beach. m General Notes I . The responsibility of the Engineer In records Is limited only to the Scope o ,'vo-k and the information presented in this package. It should i��e noted that the design and recommendations presented this package are based on information given to the Engineer of record. Consequently, the recommendations stated within this drawing may be contradicted if Inspection suggests otherwise. 2. This drawing should in no way be taken as an Implied warranty that there are no hidden defects present and whether or not this structure was originally constructed in accordance with applicable building codes, the original construction documents, or on sound engmeermg principles and practices. 3. The existing structure elements Including, but not limited to, slab, footers, beams, posts, and walls are all by others. They are not the responsibility of the Engineer of record. 4. Builder must inspect the structural conditions of any unauthorized existing improvements built before the Commencement` of this addition. Any defects and/or mcon515tencie5 with the presented drawings must be reported to the Engineer In records Immediately. 5. Builder must verify that all dimensions and characterl5tic5 of the structural elements of the ex15ting building are as Shown on the drawmgs and nates. If any mcon515tency is observed, builder must notify the engineer of record Immediately. G. Builder shall retain the truss company to visit the ,Job site to verify all dimensions and the feasibility of the proposed truss layout with respect to the new walls, existing walls, and existing roof. 7. The builder shall make a thorough Inspection of all existing Structural elements; exi5ting,Joint5 and the existing uplift connectors of the building and report any defects or discrepancies to the Engineer In records. (T)ICAI) 8. The builder shall use work standards and exercise caution when / / i � _ _ _ I 4 I I I dealing with the existing building elements. hammering, cracking, r ------ -----a===== �----r-----I---- -r j------1----- j---- �_ ___�_____�------i 13.x. �23'-V'=� 13'a 25' _____splitting, and/or damaging Is strictly prohibited to any of the 43 - - I ' existmg > structural elements oints and connectors. DRIVEWAY 12' (S"} 9. Refer to Structural notes for more instructions. DRIVEWAY i i r--- I I 1 I I I i I I _ i ---� ' i 25' 25' 30" �l�'"�-d. 1 1 1 I I J '----_1 -----1------I------1- - -L----1 ___'J------�------J------1-----I L 1 I MAX t----- , i i ,.. l'✓�r i i i I 4" I I I I 2,_6.. 12 39' 12'' 21'-2" j (MAX. ! 0'-0'i GARAGE DOOR OPENING) .> I _ 1 I , - ;-'-- �'_� _,, _--' ! W U U - oC _ _ - - O z w 2" X G" P.T. BUCK m 1 , ADD 2 #5 (� (� LLJ 0 U -i D_ 0 ! ! EA. SIDE ~ I tV- U }- 0 FOR GARAGE DOORS: 0 I W I -_ NOTE: ! I QD ! f U = - - - - - � MIN. 1/2"0 WEDGE ANCHORS BOLTS W/ 3x3x 1/4" WASHERS �O a I I = LLJLLJ z EMBED. MIN. 4" IN CURED CONCRETE 4" FROM ENDS AND AT 30"o.c. MAX. AT SIDES AND 48"o.c. MAX. AT TOP CONFIRM. REQUIREMENTS W1 GARAGE DOOR— O -9 Z � Z 5TREET MU W O� m w U Ng Product approval reci. for doors, windows, roof, engineered lumber, garage door € 5tc—r- protect m accordance w/ FBC 2014 and m City of Boynton Beach. m General Notes I . The responsibility of the Engineer In records Is limited only to the Scope o ,'vo-k and the information presented in this package. It should i��e noted that the design and recommendations presented this package are based on information given to the Engineer of record. Consequently, the recommendations stated within this drawing may be contradicted if Inspection suggests otherwise. 2. This drawing should in no way be taken as an Implied warranty that there are no hidden defects present and whether or not this structure was originally constructed in accordance with applicable building codes, the original construction documents, or on sound engmeermg principles and practices. 3. The existing structure elements Including, but not limited to, slab, footers, beams, posts, and walls are all by others. They are not the responsibility of the Engineer of record. 4. Builder must inspect the structural conditions of any unauthorized existing improvements built before the Commencement` of this addition. Any defects and/or mcon515tencie5 with the presented drawings must be reported to the Engineer In records Immediately. 5. Builder must verify that all dimensions and characterl5tic5 of the structural elements of the ex15ting building are as Shown on the drawmgs and nates. If any mcon515tency is observed, builder must notify the engineer of record Immediately. G. Builder shall retain the truss company to visit the ,Job site to verify all dimensions and the feasibility of the proposed truss layout with respect to the new walls, existing walls, and existing roof. 7. The builder shall make a thorough Inspection of all existing Structural elements; exi5ting,Joint5 and the existing uplift connectors of the building and report any defects or discrepancies to the Engineer In records. (T)ICAI) 8. The builder shall use work standards and exercise caution when / / i � _ _ _ I 4 I I I dealing with the existing building elements. hammering, cracking, r ------ -----a===== �----r-----I---- -r j------1----- j---- �_ ___�_____�------i 13.x. �23'-V'=� 13'a 25' _____splitting, and/or damaging Is strictly prohibited to any of the 43 - - I ' existmg > structural elements oints and connectors. DRIVEWAY 12' (S"} 9. Refer to Structural notes for more instructions. DRIVEWAY i i r--- I I 1 I I I i I I _ i ---� ' i 25' 25' 30" �l�'"�-d. 1 1 1 I I J '----_1 -----1------I------1- - -L----1 ___'J------�------J------1-----I L 1 I MAX t----- , i i ,.. l'✓�r i i i I 4" I I I I 2,_6.. 12 39' 12'' 21'-2" j (MAX. ! 0'-0'i GARAGE DOOR OPENING) .> I _ 1 I , - ;-'-- �'_� _,, _--' ! U - _ _ _ - - - z i i 2" X G" P.T. BUCK � 0 1 , ADD 2 #5 (_L_ U -i D_ 0 ! ! EA. SIDE ~ I tV- U }- 0 FOR GARAGE DOORS: 0 I W I -_ NOTE: ! I \J ! f -- - - - - - - - - - - - - - - uJ MIN. 1/2"0 WEDGE ANCHORS BOLTS W/ 3x3x 1/4" WASHERS I a I I 145,04V z EMBED. MIN. 4" IN CURED CONCRETE 4" FROM ENDS AND AT 30"o.c. MAX. AT SIDES AND 48"o.c. MAX. AT TOP CONFIRM. REQUIREMENTS W1 GARAGE DOOR— ' COLUMN REINFORCE COLUMN REINFORCE ! i ! 5.W. • 1 `-' s 5TREET SHOP DRAWINGS. ! (�n v , FRAMEWORK TO BE FASTENED HORIZONTALLY AND VERTICALLY TO PROP05FD SITS PLAN CONCRETE BEAMS AND COLUMNS OCONCRETE FILLED MASONRY. R .... � -�/ , ELEVATION I 1 P�CA� G.C. TO COORDINATE MASONRY OPENING WITH PROPOSED DOORS AND WINDOWS. SCALE: 3132" = 1'- O" TYPICAL WOOD BUCK TO ARCH BEAM REINFORCING DIAGRAM SCALE: N.T.S. CONCRETE CONNECTION DETAIL SCALE: N.T.S. X x 48' O.C.48' O.C. MAX. MAX. ez } Lun 5PREM Services, LC. 0o Drawn by: mm 1 Silvia Fabry I „ m Cell: (5G 1) 5 12-4G21 e -mall: 5pren1SerVIce5@Cj,Mall. COM 4 i/z"x 4 V2"CUT Sheet MASONRY INSPECTION DOWELS TO PC OJE'ct CLEAN OUT HOLE. MATCH VERT. TYPICAL MA50NRY Date FILLED CELL DETAIL O9-14-201 G Scale SCALE: N.T.S. 3/1 Gil= I i U LL.! z ..J � 0 U W (_L_ U -i D_ 0 D UJ ~ tV- U }- 0 < 0 W rV D \J z LL -�- uJ x a lLJ z � nn� (�n v , X x 48' O.C.48' O.C. MAX. MAX. ez } Lun 5PREM Services, LC. 0o Drawn by: mm 1 Silvia Fabry I „ m Cell: (5G 1) 5 12-4G21 e -mall: 5pren1SerVIce5@Cj,Mall. COM 4 i/z"x 4 V2"CUT Sheet MASONRY INSPECTION DOWELS TO PC OJE'ct CLEAN OUT HOLE. MATCH VERT. TYPICAL MA50NRY Date FILLED CELL DETAIL O9-14-201 G Scale SCALE: N.T.S. 3/1 Gil= I i 12' 5" FLOOR G" STUCCO BAND TYP. 12" 12" D 5° i 2' O.H. O.H. G" 5TUCCO BAND TYP. 421-4" GARAGE BUILDING 5° 2" 5, T.C.T.B. ELEV. T.B.B. ELEV. 13'_9" WEST ELEVATION SCALE: 3/1 G" = P- 0" 12• 55'-4" DUPLEX BUILDING LLI'M lDI _La_. -J.^..^.,, . ,.... ..,...,....,,,... ... .. ....,.....,........ .. ., ..... ....:�:.\� /•�',. - .... ..� ... .. .....^^r.�Hrh.At/•x Y.4-�C-. ... �.. ... ..-. .... ... .^^:'\ C.M.U. WALL t STUCCO 43'_4" GARAGE BUILDING __!_E 12" T.B.B. ELEV. 8'_O" 2' 13'_5" DESIGN CRITERIA: I) CODE EDITION: FBC 2014 NEW CONSTRUCTION (NEW5FK 2) WIND LOAD DE51GN CRITERIA: (PER 5EC. I G09 -1715C 2014): • WIND VELOCITY: 170 MPH • EXPOSURE CATEGORY: D • RI5K CATEGORY: 11 • MEAN ROOF HEIGHT: < 30 P`T • INT. PRESSURE COEE: +/-0.18 3) OCCUPANCY: RESIDENTIAL GROUP K-3 4) CONSTRUCTION TYPE: V 5) BUILDING CATEGORY: II (ENCLOSED) G) COMPONENT5 * CLADDING: 5EE ROOF PLAN Structural Notes All work shall conform to the Florida Building Code (FBC), 2014 edition, and all other applicable local codes and Local Amendments. All structural loads shall be in accordance with FBC 2014 chapter 1 G. a. Roof loads: Live ad 12 5f L ve Lo P Superimposed Dead Load 20 psf for Asphalt Shingles Superimposed Dead Load 30 psf for cement the b. First Floor loads: Live Load 40 psf Balcony live Load 50 psf (if applicable) Superimposed Dead Load 20 psf for floor wood framing Superimposed Dead Load 100 psf for suspended concrete slabs c. Wind Loads: In accordance with ASCE 7-10 [budding category 2; 170 mph wind speed; exposure D, and importance factor I = 1 .001 and internal pressure coefficient GCpi= +/-0.181 and an average MWFR5 pressure of 30 psf. Allowable Sod bearing capacity : 2500 P5P. All structural concrete shall have minimum compressive strength of 3000 psi at 28 days. Slab/ Footings to be concrete with minimum 2500 psi. compressive strength at 28 days . See plans for size and steel requirements. Minimum concrete protection for remforcing bars: Footings; 3" Beams: I -%2" Suspended Slabs: I ". Lap all reinforcing steel a minimum of 48 bar diameters. Grade GO steel minimum in beams and columns. All Lumber in contact with concrete or masonry shall be pressure treated. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the manufactures instructions and standard practice. Beari in of trusse ha n o is 5 shall have vertical stu in ds a number equal t the 9P q 0 T.B.B. ELEV. T.B.B. ELEV. A ELEV. V. T.B.B .B. ELEv. number f lies of the bears T.Bo n member when the b r M µ ry M m a o V-0. I' 9 ea i g member 2 or more 8plies unless noted. L2 -U -LINTEL j L2 u-uNT L Unless otherwise noted for exterior walls exterior 1 wood sheathm is t b 2' _ �- 2' '1 p Y g o e o H pO.H. �( O.H. O,H, nailed with 8d galy. or better nails 4"o.c. edges and G"o.c. field. Interior drywall screwed with screws 1 1/2" long drywall screw are 7" o.c. for ceilings and 8" o.c. on wa!15 per FBC 2306. I . R 702.3.6 C.M.U. Anchor m -fill CMU / starter column to CX15t€ng masonry with i wide x I G' gage C.M.U. WALL �� � € STucco corrugated galvanized steel masonry anchors embedded In masonry joints at I G" O.C. fasten masonry anchors to existing concrete / masonry with 114" tapcon fasteners with minimum 1 1/4" embedment. Exterior porch ceding and soffit 7/8" FLOOR ELEv. stucco on hi h rib lath w/2%4" nadin FLOOR ELEV. - _. FLOOR ELEV. FLOOR ELEV. ......... _ g g. 0._a' a -a' a_O" Storm protection required for all glazed openings in accordance w/ City of Bcynto Beach * F.B.C. 2014 amendment. VATI Product approval req. for doors, windows, roof, eng€neered lumber, garage door SOUTH E LE N0ZT EL�VATION L� � storm protect!on in accordance w/ FBC 2014 and City of Boynton Beach. ULDING) (DUPLEX BUILDING SCALE: 3/1 G" = I' - O" SCALE: 3/1 G" = I' - O" m �General Notes I . The resnonsibiht of the En meer In records Is limited onlyto the ( 1 12 12 E2 €� \� Sc pe ^ 't{ork and the information presented m this package. It 5" " Q g 5 , 12, y g Y 5.^ o ' _ o,.:roted that the design and recommendations presentedLU ASPttALT at j A iL i �� this pac<aoe are based on information €ven to the En sneer of g g = SHINGLE - record. Copse uentl , the recommendations stated within this .,.: 51NGLE� a y U µ r drawing may be contradicted If inspection suggests otherwise. T.B.B. ELEV. eO„�j 2. i ,ring should way be n as an implied warranty that W � 0 This dra' ould in no take (� n / e' O„ W R there are no hidden defects present and whether or not this C] 2' 2` I 2' 2' O.H. O.H. O.H. O.H.- C.M.U. WALL C.M.U. WALL & 5TUCC0 *STUCCO FLOOR EIFV. FLOOR ELEV. NORTH ELEVATION- 50UTH ELEVATION (GARAGE BUILDING) (GA[ZAGE BUILDING) SCALE: 3/1 G” = P- - 0" SCALE: 3/1 G" I' 0" %21'0 WEDGE ANCHORS 48" O.C. MAX. @ TOP W/ 3x3xi/4 FLAT WASHERS M o o o (MCAQ 4 ' r---- ' � - -= ' -----' -----' %2"0 WED r------�_____�_____�,-r-----r--------------------------------� '�,,y,,, ANCHORS 48 O.C. MAX. @ 5IDE5' W/'33xV4 30° L ---- t �.L- MAX +------1 i----J------1------L'----L+-= -�----1�=="�-4 ----�------1------L----i L -------I- F T WASH S ! �-€ n i 4- 4' (MAX. 10'-0" GARAGE DOOR OPENING 2"X 6'` P.T. BUCK t i i ADD 2 #5 € € l EA. SIDE FOR GARAGE DOORS: NOTE: --- I structure was originally constructed In accordance with applicable ^ z building codes, the original construction documents, or on sound O 1 engineering principles and practices. 3. The existing structure elements including, but not limited to, slab, (n footers, beams, posts, and walls are all by others. They are not the V , ' responsibility of the Engineer of record. v I4. Builder must inspect the structural conditions of orized > € I existing improvements built before the Co % t of this 0 ' addition. Any defects and/or mconsi t i %%n the pisented C drawings must be reported to the i er in recCzVCMmOth ely. i 5. Builder must verify that all dimensions and hacterist Q W W structural elements of the existincg building re a h drawings and notes. If any inconsistency I builder must Z ' Z notify the engineer of record immediatel . 11 1 G. Builder shall retain the tru55 company to Visit the job site to verify W all dimensions and the feasibility Of the proposed truss layout with' Q respect to the new walls, existing walls, and existing roof. ��// Q I 7. The builder shall make a thorough inspection of all existing strucro � jX + n elements, existmcj joints and the existing uplift connectors thy' W z z building and report any defects or discrepancies t0 then er � (� records. ' 8. The builder shall use work standards and exercise ca`oen deallncj with the existing building elements. Hammerin , cracking, i splitting, and/or damaging is strictly prohibited to any of they existing structural elements, joints and connectors. i< 9. Refer to Structural notes for more instructions. x _ a �w 3 e. 45" O.C. 4b" O.C. MAX.. � MAX. MIN. 1/2 O WEDGE ANCHORS BOLTS W/ 3xox 1/4 WASHERSp MEED. MIN. 4" IN CURED CONCRETE 4" FROM ENDS AND AT 30o.c. MAX. AT �Ln �SerViGE'S� LLC. E " i COLUMN REINFORCE COLUMN REINFORCE 5. W•T 5TI\EET SIDES AND 48 o.c. MAX. AT TOP CONFIRM. REQUIREMENTS W/ GARAGE DOOR oEl - Drawn by: i LI SHOP DRAWINGS. I i I Qo 5ilv�a labra FRAMEWORK TO BE FASTENED HORIZONTALLY AND VERTICALLY TO PROP05ED 5ITF PLAI\4 mm rN i r!+;1CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. — _i _......!._ __ ! _: _ ...__m Cell: (56 i) 5 12-4G2 I G.C. TO COORDINATE MASONRY OPENING WITH PROPOSED DOORS AND WINDOWS.. ELEVATION ION I 1 1 I CAL SCALE: 3132" = P- 0" J - + e-mail: 5prem5erv€ce5@gmail.com TYPICAL WOOD BUCK TO ARCH BEAM [ZEINFOC�CING DIAGRAM Project Sheet - 4 %2"x 4j/2"CUT SCALE: N.T.S. MASONRY INSPECTION DOWELS TO _� CLEAN OUT HOLE. MATCH VERT. _ CONCRETE CONNECTION DETAIL TYPICAL MA50NKY Date SCALE: N.T.s. FILLED CELL DETAIL 09-14-201 G SCALE: N.T.S. Scale 3/1 Gil = I' I W U R// Date No. KeY151on/155ue AREQ, BY B. D, 3-13-2017 CO W M LL z In Q w ., 0 z 0:LU z W � W LL U_ N L zLU 2' _ �- 2' '1 p Y g o e o H pO.H. �( O.H. O,H, nailed with 8d galy. or better nails 4"o.c. edges and G"o.c. field. Interior drywall screwed with screws 1 1/2" long drywall screw are 7" o.c. for ceilings and 8" o.c. on wa!15 per FBC 2306. I . R 702.3.6 C.M.U. Anchor m -fill CMU / starter column to CX15t€ng masonry with i wide x I G' gage C.M.U. WALL �� � € STucco corrugated galvanized steel masonry anchors embedded In masonry joints at I G" O.C. fasten masonry anchors to existing concrete / masonry with 114" tapcon fasteners with minimum 1 1/4" embedment. Exterior porch ceding and soffit 7/8" FLOOR ELEv. stucco on hi h rib lath w/2%4" nadin FLOOR ELEV. - _. FLOOR ELEV. FLOOR ELEV. ......... _ g g. 0._a' a -a' a_O" Storm protection required for all glazed openings in accordance w/ City of Bcynto Beach * F.B.C. 2014 amendment. VATI Product approval req. for doors, windows, roof, eng€neered lumber, garage door SOUTH E LE N0ZT EL�VATION L� � storm protect!on in accordance w/ FBC 2014 and City of Boynton Beach. ULDING) (DUPLEX BUILDING SCALE: 3/1 G" = I' - O" SCALE: 3/1 G" = I' - O" m �General Notes I . The resnonsibiht of the En meer In records Is limited onlyto the ( 1 12 12 E2 €� \� Sc pe ^ 't{ork and the information presented m this package. It 5" " Q g 5 , 12, y g Y 5.^ o ' _ o,.:roted that the design and recommendations presentedLU ASPttALT at j A iL i �� this pac<aoe are based on information €ven to the En sneer of g g = SHINGLE - record. Copse uentl , the recommendations stated within this .,.: 51NGLE� a y U µ r drawing may be contradicted If inspection suggests otherwise. T.B.B. ELEV. eO„�j 2. i ,ring should way be n as an implied warranty that W � 0 This dra' ould in no take (� n / e' O„ W R there are no hidden defects present and whether or not this C] 2' 2` I 2' 2' O.H. O.H. O.H. O.H.- C.M.U. WALL C.M.U. WALL & 5TUCC0 *STUCCO FLOOR EIFV. FLOOR ELEV. NORTH ELEVATION- 50UTH ELEVATION (GARAGE BUILDING) (GA[ZAGE BUILDING) SCALE: 3/1 G” = P- - 0" SCALE: 3/1 G" I' 0" %21'0 WEDGE ANCHORS 48" O.C. MAX. @ TOP W/ 3x3xi/4 FLAT WASHERS M o o o (MCAQ 4 ' r---- ' � - -= ' -----' -----' %2"0 WED r------�_____�_____�,-r-----r--------------------------------� '�,,y,,, ANCHORS 48 O.C. MAX. @ 5IDE5' W/'33xV4 30° L ---- t �.L- MAX +------1 i----J------1------L'----L+-= -�----1�=="�-4 ----�------1------L----i L -------I- F T WASH S ! �-€ n i 4- 4' (MAX. 10'-0" GARAGE DOOR OPENING 2"X 6'` P.T. BUCK t i i ADD 2 #5 € € l EA. SIDE FOR GARAGE DOORS: NOTE: --- I structure was originally constructed In accordance with applicable ^ z building codes, the original construction documents, or on sound O 1 engineering principles and practices. 3. The existing structure elements including, but not limited to, slab, (n footers, beams, posts, and walls are all by others. They are not the V , ' responsibility of the Engineer of record. v I4. Builder must inspect the structural conditions of orized > € I existing improvements built before the Co % t of this 0 ' addition. Any defects and/or mconsi t i %%n the pisented C drawings must be reported to the i er in recCzVCMmOth ely. i 5. Builder must verify that all dimensions and hacterist Q W W structural elements of the existincg building re a h drawings and notes. If any inconsistency I builder must Z ' Z notify the engineer of record immediatel . 11 1 G. Builder shall retain the tru55 company to Visit the job site to verify W all dimensions and the feasibility Of the proposed truss layout with' Q respect to the new walls, existing walls, and existing roof. ��// Q I 7. The builder shall make a thorough inspection of all existing strucro � jX + n elements, existmcj joints and the existing uplift connectors thy' W z z building and report any defects or discrepancies t0 then er � (� records. ' 8. The builder shall use work standards and exercise ca`oen deallncj with the existing building elements. Hammerin , cracking, i splitting, and/or damaging is strictly prohibited to any of they existing structural elements, joints and connectors. i< 9. Refer to Structural notes for more instructions. x _ a �w 3 e. 45" O.C. 4b" O.C. MAX.. � MAX. MIN. 1/2 O WEDGE ANCHORS BOLTS W/ 3xox 1/4 WASHERSp MEED. MIN. 4" IN CURED CONCRETE 4" FROM ENDS AND AT 30o.c. MAX. AT �Ln �SerViGE'S� LLC. E " i COLUMN REINFORCE COLUMN REINFORCE 5. W•T 5TI\EET SIDES AND 48 o.c. MAX. AT TOP CONFIRM. REQUIREMENTS W/ GARAGE DOOR oEl - Drawn by: i LI SHOP DRAWINGS. I i I Qo 5ilv�a labra FRAMEWORK TO BE FASTENED HORIZONTALLY AND VERTICALLY TO PROP05ED 5ITF PLAI\4 mm rN i r!+;1CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. — _i _......!._ __ ! _: _ ...__m Cell: (56 i) 5 12-4G2 I G.C. TO COORDINATE MASONRY OPENING WITH PROPOSED DOORS AND WINDOWS.. ELEVATION ION I 1 1 I CAL SCALE: 3132" = P- 0" J - + e-mail: 5prem5erv€ce5@gmail.com TYPICAL WOOD BUCK TO ARCH BEAM [ZEINFOC�CING DIAGRAM Project Sheet - 4 %2"x 4j/2"CUT SCALE: N.T.S. MASONRY INSPECTION DOWELS TO _� CLEAN OUT HOLE. MATCH VERT. _ CONCRETE CONNECTION DETAIL TYPICAL MA50NKY Date SCALE: N.T.s. FILLED CELL DETAIL 09-14-201 G SCALE: N.T.S. Scale 3/1 Gil = I' I W U R// O LU CO W z U_ N L zLU _ UJ I LU O Lu z z O W O� m z W U N _ N 2' _ �- 2' '1 p Y g o e o H pO.H. �( O.H. O,H, nailed with 8d galy. or better nails 4"o.c. edges and G"o.c. field. Interior drywall screwed with screws 1 1/2" long drywall screw are 7" o.c. for ceilings and 8" o.c. on wa!15 per FBC 2306. I . R 702.3.6 C.M.U. Anchor m -fill CMU / starter column to CX15t€ng masonry with i wide x I G' gage C.M.U. WALL �� � € STucco corrugated galvanized steel masonry anchors embedded In masonry joints at I G" O.C. fasten masonry anchors to existing concrete / masonry with 114" tapcon fasteners with minimum 1 1/4" embedment. Exterior porch ceding and soffit 7/8" FLOOR ELEv. stucco on hi h rib lath w/2%4" nadin FLOOR ELEV. - _. FLOOR ELEV. FLOOR ELEV. ......... _ g g. 0._a' a -a' a_O" Storm protection required for all glazed openings in accordance w/ City of Bcynto Beach * F.B.C. 2014 amendment. VATI Product approval req. for doors, windows, roof, eng€neered lumber, garage door SOUTH E LE N0ZT EL�VATION L� � storm protect!on in accordance w/ FBC 2014 and City of Boynton Beach. ULDING) (DUPLEX BUILDING SCALE: 3/1 G" = I' - O" SCALE: 3/1 G" = I' - O" m �General Notes I . The resnonsibiht of the En meer In records Is limited onlyto the ( 1 12 12 E2 €� \� Sc pe ^ 't{ork and the information presented m this package. It 5" " Q g 5 , 12, y g Y 5.^ o ' _ o,.:roted that the design and recommendations presentedLU ASPttALT at j A iL i �� this pac<aoe are based on information €ven to the En sneer of g g = SHINGLE - record. Copse uentl , the recommendations stated within this .,.: 51NGLE� a y U µ r drawing may be contradicted If inspection suggests otherwise. T.B.B. ELEV. eO„�j 2. i ,ring should way be n as an implied warranty that W � 0 This dra' ould in no take (� n / e' O„ W R there are no hidden defects present and whether or not this C] 2' 2` I 2' 2' O.H. O.H. O.H. O.H.- C.M.U. WALL C.M.U. WALL & 5TUCC0 *STUCCO FLOOR EIFV. FLOOR ELEV. NORTH ELEVATION- 50UTH ELEVATION (GARAGE BUILDING) (GA[ZAGE BUILDING) SCALE: 3/1 G” = P- - 0" SCALE: 3/1 G" I' 0" %21'0 WEDGE ANCHORS 48" O.C. MAX. @ TOP W/ 3x3xi/4 FLAT WASHERS M o o o (MCAQ 4 ' r---- ' � - -= ' -----' -----' %2"0 WED r------�_____�_____�,-r-----r--------------------------------� '�,,y,,, ANCHORS 48 O.C. MAX. @ 5IDE5' W/'33xV4 30° L ---- t �.L- MAX +------1 i----J------1------L'----L+-= -�----1�=="�-4 ----�------1------L----i L -------I- F T WASH S ! �-€ n i 4- 4' (MAX. 10'-0" GARAGE DOOR OPENING 2"X 6'` P.T. BUCK t i i ADD 2 #5 € € l EA. SIDE FOR GARAGE DOORS: NOTE: --- I structure was originally constructed In accordance with applicable ^ z building codes, the original construction documents, or on sound O 1 engineering principles and practices. 3. The existing structure elements including, but not limited to, slab, (n footers, beams, posts, and walls are all by others. They are not the V , ' responsibility of the Engineer of record. v I4. Builder must inspect the structural conditions of orized > € I existing improvements built before the Co % t of this 0 ' addition. Any defects and/or mconsi t i %%n the pisented C drawings must be reported to the i er in recCzVCMmOth ely. i 5. Builder must verify that all dimensions and hacterist Q W W structural elements of the existincg building re a h drawings and notes. If any inconsistency I builder must Z ' Z notify the engineer of record immediatel . 11 1 G. Builder shall retain the tru55 company to Visit the job site to verify W all dimensions and the feasibility Of the proposed truss layout with' Q respect to the new walls, existing walls, and existing roof. ��// Q I 7. The builder shall make a thorough inspection of all existing strucro � jX + n elements, existmcj joints and the existing uplift connectors thy' W z z building and report any defects or discrepancies t0 then er � (� records. ' 8. The builder shall use work standards and exercise ca`oen deallncj with the existing building elements. Hammerin , cracking, i splitting, and/or damaging is strictly prohibited to any of they existing structural elements, joints and connectors. i< 9. Refer to Structural notes for more instructions. x _ a �w 3 e. 45" O.C. 4b" O.C. MAX.. � MAX. MIN. 1/2 O WEDGE ANCHORS BOLTS W/ 3xox 1/4 WASHERSp MEED. MIN. 4" IN CURED CONCRETE 4" FROM ENDS AND AT 30o.c. MAX. AT �Ln �SerViGE'S� LLC. E " i COLUMN REINFORCE COLUMN REINFORCE 5. W•T 5TI\EET SIDES AND 48 o.c. MAX. AT TOP CONFIRM. REQUIREMENTS W/ GARAGE DOOR oEl - Drawn by: i LI SHOP DRAWINGS. I i I Qo 5ilv�a labra FRAMEWORK TO BE FASTENED HORIZONTALLY AND VERTICALLY TO PROP05ED 5ITF PLAI\4 mm rN i r!+;1CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. — _i _......!._ __ ! _: _ ...__m Cell: (56 i) 5 12-4G2 I G.C. TO COORDINATE MASONRY OPENING WITH PROPOSED DOORS AND WINDOWS.. ELEVATION ION I 1 1 I CAL SCALE: 3132" = P- 0" J - + e-mail: 5prem5erv€ce5@gmail.com TYPICAL WOOD BUCK TO ARCH BEAM [ZEINFOC�CING DIAGRAM Project Sheet - 4 %2"x 4j/2"CUT SCALE: N.T.S. MASONRY INSPECTION DOWELS TO _� CLEAN OUT HOLE. MATCH VERT. _ CONCRETE CONNECTION DETAIL TYPICAL MA50NKY Date SCALE: N.T.s. FILLED CELL DETAIL 09-14-201 G SCALE: N.T.S. Scale 3/1 Gil = I' I 2 1'-4" PROJECT DATA: 2T-8" LIVING AREA UNIT # 1: 854.0 5QFT. COVERED PORCH UNIT # 1: 42.0 5QfT. LIVING AREA UNIT #2: 854.0 5QFT. COVERED PORCH UNIT #2: 42.0 5QFT. DUPLEX BUILDING AREA: 1,792.0 5QFT. 4 CARS GARAGE BUILDING 924.0 5QFT. TOTAL AREA: 2,71 G.0 5QFT. 7-7777 i 10' 10 10' 10' _. I HR. F.R. C.M.U. W/ I HR. F.R. C.M.U. W/ _ 1 HR. F.R. C.M.U. W/ I HR. F.R. C.M.U. WI %2" METAL FURRING or 2x2 V2" METAL FURRING or 2x2 %2" METAL FURRING or 2x2 %2" METAL FURRING or 2x2 —Z P.T BORATE AND 5/8" TYPE P.T BORATE AND 5/8" TYPE P.T BORATE AND 5/8" TYPE P.T BORATE AND 5/8" TYPE "X" GYPSUM WALL BOARD. - "X" GYP5UM WALL BOARD."X" GYP5UM WALL BOARD. - "X" GYPSUM WALL BOARD. `n`n v _ � un -7uLn _ U3'-2" v 3'_2" U 3'-2° _ U 33-2 20' _ 20' 20' c 20' FRW FRW - - FRW S.2 5.2 S.2 NE CAR GARAGE NE CAR GARAGE - NE CAR GARAGE NE CAR GARAGE (UNIT (UNIT ..... Jh _ s FLOOR ELEV. FLOOR ELEV. = FLOOR ELEV. FLOOR ELEV. _ 0'-633 1 0'-G ILu lu s `L-10 L 10 L-10 L -IO 21'-4" l _ 1 1 ' P " LJ - 1-4 G'-8" 5'_8 43'-4.. 00, Ir PROPOSED PLAN VIEW SCALE: 1/4" 1'- 0" EXTERIOR DOOR SCHEDULE 2T-8" QTY 39 PSF ROUGH OPENING X C.U.- 4 HURRICANE STRAPS WI TAPCON °X3 + 3 rJ 5 5CREW5 INTO 2 4" THICK SLAB ASC GARAGE DOOR IMPACT 76.73 3'-4" 2 _ 1 1 ' P " LJ - 1-4 G'-8" 5'_8 43'-4.. 00, Ir PROPOSED PLAN VIEW SCALE: 1/4" 1'- 0" EXTERIOR DOOR SCHEDULE No QTY LOCATION ROUGH OPENING X TYPE PRESSURE + WIDTH I 2 GARAGE 9'-O"x7'-0" GARAGE DOOR IMPACT 76.73 102.67 2 2 GARAGE 9'-O"x7'-0" GARAGE DOOR IMPACT 72.73 83.20 3 2 GREAT ROOM 3'-O"xG'-8" 50LID DOOR IMPACT 76.73 83.20 42 KITCHEN 3'-0"x6'-8" SWINGING DOOR IMPACT GLA55 76.73 83.20 INTERIOR DOOR SCHEDULE 5 4 BEDROOM #2 A/C CL05ET (2)2'-0"xG'-8" B -FOLD DOOR N/A G G ALL BEDROOM5 BATHKOOM5 2'-8"xG'-8" 5WINGING DOOR N/A 7 2 HALF BATHROOM 2'-O"xG'-8" 5WINGING DOOR N/A 8 2 LAUNDRY CL05ET (2)2'-G"xG'-8" B -FOLD DOOR N/A 9 2 PANTRY 2'-O"xG'-8" 13 -FOLD DOOR N/A 10 2 MASTER BEDROOM (2)3'-0"xG'-8" B -FOLD DOOR N/A WINDOW SCHEDULE No QTY LOCATION CALL SIZE SIZE TYPE PRESSURE WIDTH HIGH BEHIND BUCK ' A 6 GREAT ROOM ALL BEDROOMS 5H-35 54" 63-3/4" -SINGLE HUNG IMPACT GLA55 76.73 83.20 B 2 BATHROOM 5H -H32 2G 112" 23-3/8" SINGLE HUNG IMPACT GLA55 7G.73 83.20 1/4" CONTINUOUS w U BEAD OF CAULK 1 1/2° Lti O w BEHIND BUCK ' O (2 3/4" @DOORS �O � CV _ ........... .. ._. uj m C.M.L. WALL D q 3- z p.. §w L T-ry O 6' EXTERIOR51DE E— INTERIOR 51DE a g z 0/ tz LLJ w z aId M� W O�m P■� LLJ U _ g D -W 1I "x 4' BORATE BUCK _. n_-.. .. a o z I/2"DRYWALL I "x 6"PT BORATE BUCK OR 2"x BUCK ny Z G"PT BORATE 2 CMU WALL (PER PRODUCT APPROVAL) / MAX. 1/4' _ ... _ DOOR MOULDING 5TUCG DOOR ANCHOR5 PER CAULK PRODUCT APPROVAL 1/2" DRYWALL! CAULK • l 4%2" DOOR WOOD FRAME WINDOW J I � 3/1 6'0 2" EMBED � r! S i X4" BUCK CA5E AROUND TAPCON SCREWS \� TAPCON THRU FRAME BRICK MOULDING FOR WINDOWS U5E BORATE @ I o O.C. TO CONCRETE ACCORDING TO 1 OR P.T. TYPE CCA PRODUCT APPROVAL STUCCO "XG' BUCK FOR DOORS U5E TYP. ALUMINUM L BORATE OR P.T. TYPE CCA WINDOW JAMB AND /4'TAPCON5 2%2"MIN. EMBED. 5LIDING GL5. DR. JAMB 4' FROM END AND 1 2"O.C. WINDOW ANCHOR DETAIL DOOR ANCHOR DETAIL SCALE: N.T.S. 5CALE: N.T.5. I HR. F.R. C.M.U. W/ I %2" METAL FURRING or 2x2 P.T BORATE AND 5/8" TYPE "X" GYPSUM WALL BOARD ASTM E 119 or UL 263. 2T-8" =TE 39 PSF C.U.- 4 HURRICANE /_5TRAP5 W/ TAPCON 5CKEW5 INTO 4" THICK SLAB _T 3'-4" L-5 15-2" 211-5" ry O TYPICAL FIRE RATING C.M.U. WALL DETAIL SCALE: N.T.S. LINTEL W/#5 REBAR j c\1 CONTINUOS I (s) WINDOW r' X X S I -1 #5 AT WINDOW SILL EXTEND TO SIDE COLS. REBAR. SPREM Services, LLC. Drawn by: WINDOW 51 LL 51lvla Fabra Cell: (5G 1) 512-4G21 DETAILe-mail: 5prem5ervlCe5@gmall.Com j SCALE: N.T.S. Project Sheet Date 09-14-201 G 50 2 Sc a le 11411= 1 1 w U � Lti O w m O �O CV cn u 0 `) L9 m O Q) L T-ry O 6' E— � LL_ z 0/ tz LLJ w z O 9 z�U M� W O�m P■� LLJ U _ g ry O TYPICAL FIRE RATING C.M.U. WALL DETAIL SCALE: N.T.S. LINTEL W/#5 REBAR j c\1 CONTINUOS I (s) WINDOW r' X X S I -1 #5 AT WINDOW SILL EXTEND TO SIDE COLS. REBAR. SPREM Services, LLC. Drawn by: WINDOW 51 LL 51lvla Fabra Cell: (5G 1) 512-4G21 DETAILe-mail: 5prem5ervlCe5@gmall.Com j SCALE: N.T.S. Project Sheet Date 09-14-201 G 50 2 Sc a le 11411= 1 1 PREFABRICATED TRUSSES AT 24" o.c. MAX. 5/8" PLYWOOD SHEATHING NAILING 411 O.C. @ EDGE, 4" O.C. IN FIELD W/ RINKSHANK NAILS ASPHALT SHINGLES OVER # 30 FELT TIN -TAGGED GALV. DRIP EDGE T.B.B. ELEV I I 1 -OIL I "x 2" WOOD OII O.H. 2"x G" WOOD FASCIA METAL LATH AND STUCCO SOFFIT W/ 7" x 24" SCREENED VENTS @ 8'-0" o.c. r�= PREFABRICATED TRUSSES AT 24" ox. MAX. 12- 5/8" PLYWOOD SHEATHING NAILING 4" O.C. @ EDGE, 4" O.C. IN FIELD \ W/ RINKSHANK NAILS ASPHALT SHINGLES I'` 2"x 4" BLOCKING OVER # 30 FELT \ @ 8' TO I O' O.C. TIN -TAGGED \ T.B.B. ELEV. RI -OIL ,i". V ; i . R-30 INSULATION - 5/8" GYP. BOARD GALV. DRIP I " x 3" P.T. BORATE EDGE I "x 2" WOOD 2'0" O.H. i. A 211x G" WOOD i FASCIA i (2)B13- I METAL LATH AND i STUCCO SOFFIT W/ 7" x 24" SCREENED VENTS @ 8'-0" ox. i i I 8" CMU WITH HORIZONTAL JOINT REINF. AT EVERY i OTHER COURSE i i i SEE PLAN FOR MA50NRY WALL REINFORCING 7/8" STUCCO -i (TYP. 48 BAR DIA. LAP) W/ EXT. PAINT i 4 O.C. MAX. 21 h CONCRETE 5LA5 4" MIN. THICK OVER CLE N, WELL COMPACTED SOIL, TERMITE y TREATMENT, AND G MIL POLYETHYLENE (� VAPOR BARRIER. Lu to WITH WWM G" X G" # 10/# 10, (MIN. I " Ln h COVERAGE) OR SYNTHETIC FIBER Q h REINFORCEMENT. - h MINIMUM COMPRESSIVE STRENGTH OF N T u- h LESS THAN 2500 P51. Q CD m T. 0. 5LAB C) mz 11/2" MASONRY f RECESS (TYP.) j/\\ moi//ivy% � ! ' 'i %TERMITE./ /\\/\\ • 7,J \ \\ -\\ \GLEAN CO t i! \\ ; , /F18. IG �xx; TYFICAL EXTERIOR WALL 5ECTION_ (GANE0 AGBUILDING) SCALE: N.T.S. SCALE: 3/8" = I' - O" PREFABRICATED TRUSSES \ AT 24" o.c. MAX. 12" 1211 5 \ 4" O.C. @ EDGE, 4" O.C. IN FIELD PRODUCT ALLOWABLE W/ RINKSHANK NAILS ` ASPHALT SHINGLES 2"x 4" BLOCKING OVER # 30 FELT @ 8' TO l 0' O.C. PREFABRICATED TRUSSES ti N 17- 81-011 4 \ I- 5-1 OdX I %2" R-30 INSULATION 5/8" GYP. BOARD GALV. DRIP — I" x 3" P.T. BORATE EDGE 1 100 AT 24" o.c. MAX. 5!I � , ,` 1 i FASCIA i 050- I i METAL LATH AND (2)4 15 STUCCO SOFFIT W/ FL I 1473 7" x 24" SCREENED 51MP5ON VENTS @ 8'-0" o.c: I R-4.1 INSULATION 8" CMU WITH HORIZONTAL i i 1/2" DRYWALL ON JOINT REINF. AT EVERY ' I "x 2" P.T. BORATE FIR. @ 1 G" O.C. OTHER COURSE MGT -Ed-O}"_ i N L 5EE PLAN FOR MASONRY WALL REINFORCING 7/8" STUCCO 5/8" PLYWOOD SHEATHING NAILING w/ EXT. PAINT O.C. MAX. i i - CONCRETE 5LA13 4" MIN. THICK OVER CLE N, - WELL COMPACTED 501L, TERMITE FL 1065555 TREATMENT, AND G MIL POLYETHYLENE HU528 1 VAPOR BARRIER. Lu C 1 WITH WWM G" X G" # 10/# 10, (MIN. I " 4" O.C. @ EDGE, 4" O.C. IN FIELD COVERAGE) OR SYNTHETIC FIBER Q Q/­�, REINFORCEMENT. O 4 €r, MINIMUM COMPRESSIVE STRENGTH OF NdT WOOD BASE U- LESS THAN 2500 P51CL/. m �m h Bt T.OE �AB O z - W/ RINKSHANK NAILS h h -- I- I %2" MASONRY i RECESS (TYP.) �, i .,: • \ \ , i isu TYPICAL EXTERIOR WALL SECTION (DUPLEX BUILDING)_ 12 SCALE: N.T.S. ASPHALT SHINGLES OT FELT BB- 5 u IN -TAGGED A I- CB- IJ { GALV. DRIP EDGE T.B.B. ELEV. I ' L " R-30 INSULATION 5/8" GYP. BOARD B I ` BB- I ' • ' O.H. 1IIx 2" WOOD (2) 2"x 10" P.T. BORATE WOOD LEDGER 2"x G" WOOD FASCIA L-23 W/ 3/4"0 5" EMBE. ANCHOR BOLTS L-23 AT I G" O.C. W/ FLAT WASH METAL LATH AND STUCCO SOFFIT W/ 7" x 24" SCREENED VENTS @ 8'-0" o.c. 81-0" F.F.E. D'-0" TO FLOOR F.F.E. -O'-Gil TO FLOOR :GREAT ROOM KITCHEN TO FLOOR TERMITE TREATED TERMITE TREATED 4" N, C FILL CONC.SLAB CLEAN, COMPACTED TERMITE TREATED CLEAN, COMPACTED FILL CLEAN, COMPACTED FILL F08.08 F 18. 1 6 F 18. 16 F08.08 5ECTION I lyI l_ I! ly11 PREFABRICATED TRUSSES AT 24" ox. MAX. 12- 5/8" PLYWOOD SHEATHING NAILING 4" O.C. @ EDGE, 4" O.C. IN FIELD \ W/ RINKSHANK NAILS ASPHALT SHINGLES I'` 2"x 4" BLOCKING OVER # 30 FELT \ @ 8' TO I O' O.C. TIN -TAGGED \ T.B.B. ELEV. RI -OIL ,i". V ; i . R-30 INSULATION - 5/8" GYP. BOARD GALV. DRIP I " x 3" P.T. BORATE EDGE I "x 2" WOOD 2'0" O.H. i. A 211x G" WOOD i FASCIA i (2)B13- I METAL LATH AND i STUCCO SOFFIT W/ 7" x 24" SCREENED VENTS @ 8'-0" ox. i i I 8" CMU WITH HORIZONTAL JOINT REINF. AT EVERY i OTHER COURSE i i i SEE PLAN FOR MA50NRY WALL REINFORCING 7/8" STUCCO -i (TYP. 48 BAR DIA. LAP) W/ EXT. PAINT i 4 O.C. MAX. 21 h CONCRETE 5LA5 4" MIN. THICK OVER CLE N, WELL COMPACTED SOIL, TERMITE y TREATMENT, AND G MIL POLYETHYLENE (� VAPOR BARRIER. Lu to WITH WWM G" X G" # 10/# 10, (MIN. I " Ln h COVERAGE) OR SYNTHETIC FIBER Q h REINFORCEMENT. - h MINIMUM COMPRESSIVE STRENGTH OF N T u- h LESS THAN 2500 P51. Q CD m T. 0. 5LAB C) mz 11/2" MASONRY f RECESS (TYP.) j/\\ moi//ivy% � ! ' 'i %TERMITE./ /\\/\\ • 7,J \ \\ -\\ \GLEAN CO t i! \\ ; , /F18. IG �xx; TYFICAL EXTERIOR WALL 5ECTION_ (GANE0 AGBUILDING) SCALE: N.T.S. SCALE: 3/8" = I' - O" PREFABRICATED TRUSSES NOTE: ALL TRU55 TIE DOWN A5 SPECIFIED OR EQUAL AT 24" o.c. MAX. 12" 5/8" PLYWOOD SHEATHING NAILING 5 \ 4" O.C. @ EDGE, 4" O.C. IN FIELD PRODUCT ALLOWABLE W/ RINKSHANK NAILS ` ASPHALT SHINGLES 2"x 4" BLOCKING OVER # 30 FELT @ 8' TO l 0' O.C. TIN -TAGGED ti N 17- 81-011 4 \ I- 5-1 OdX I %2" R-30 INSULATION 5/8" GYP. BOARD GALV. DRIP — I" x 3" P.T. BORATE EDGE 1 100 I "x 2" WOOD 2'0" O.H. I . 2"x G" WOOD 1 i FASCIA i 050- I i METAL LATH AND (2)4 15 STUCCO SOFFIT W/ FL I 1473 7" x 24" SCREENED 51MP5ON VENTS @ 8'-0" o.c: I R-4.1 INSULATION 8" CMU WITH HORIZONTAL i i 1/2" DRYWALL ON JOINT REINF. AT EVERY ' I "x 2" P.T. BORATE FIR. @ 1 G" O.C. OTHER COURSE MGT -Ed-O}"_ i N L 5EE PLAN FOR MASONRY WALL REINFORCING 7/8" STUCCO DIA. LAP) w/ EXT. PAINT O.C. MAX. i i - CONCRETE 5LA13 4" MIN. THICK OVER CLE N, - WELL COMPACTED 501L, TERMITE FL 1065555 TREATMENT, AND G MIL POLYETHYLENE HU528 1 VAPOR BARRIER. Lu C 1 WITH WWM G" X G" # 10/# 10, (MIN. I " Li -i Ln COVERAGE) OR SYNTHETIC FIBER Q Q/­�, REINFORCEMENT. O 4 €r, MINIMUM COMPRESSIVE STRENGTH OF NdT WOOD BASE U- LESS THAN 2500 P51CL/. m �m h Bt T.OE �AB O z - FL 1065 5 h h -- I- I %2" MASONRY i RECESS (TYP.) �, i .,: • \ \ , TYPICAL EXTERIOR WALL SECTION (DUPLEX BUILDING)_ SCALE: N.T.S. TRU55 TIE DOWN 5CHEDULEf NOTE: ALL TRU55 TIE DOWN A5 SPECIFIED OR EQUAL MARK ANCHOR NAILS TO NAILS BOLT5 PRODUCT ALLOWABLE FLORIDA Uplift /PRODUCT Download F 1 1`2 W tZ, OL TYPE TRU55/PO5T TO SEAT N APPROVAL # 0 51MP50N HETAL 20 5-1 OdX I %2" 10-1 Odx I %2" - i 8 I 0 4 1 5 1 100 FL 11473 © 51MP5ON HETAL 20 (2) (2)5-1 OdX 1 I/211 (2) 1 O- I Odx I %z" - (2) 1810 (2)4 15 (2) 1100 FL I 1473 C) 51MP5ON 22- I Od 5/8"0 ACHOR BOLT * EPDXY 3965 - - FL I 1470 MGT -Ed-O}"_ W/ A MIN. EMBED DEPTH OF 12" N L z w t - OD 51MF5ON 22-5D 102 12 8-51D 10212 - 2 135 - - FL 1065555 MM HU528 o2 m Fr■y W U c\j— � O 51MP5ON 30-1 GcI 10-16d - 4000 - FL 1065 5 HHU52 10-2 2"x 4" BLOCKING @8'TO10'O.C. TRU55 GIRDER --\I \\ , (22)-IOd II W U 5/6-0 ACHOR BOLT S EPDXY W/ A MIN. EMBED DEPTH OF 1 2" 51mr5on MGT rong-Tie PREFABRICATED TRUSSES AT 24" o.c. MAX. 5/8" PLYWOOD SHEATHING NAILING 4" O.C. @ EDGE, 4" O.C. IN FIELD W/ RINKSHANK NAILS ASPHALT SHINGLES DVER # 30 FELT TIN -TAGGED T.B.B. ELEV. GALV. DRIP EDGE I "x 2" WOOD 2"x G" WOOD \\— FASCIA METAL LATH AND STUCCO SOFFIT W/ 7" x 24" SCREENED VENTS @ 8'-0" o.c. 7/8" STUCCO w/ EXT. PAINT L R/ CD • 01E)5imp5on Strong -Tie H h 052 10-2 No. Revl5lon/I55ue I Date W — .A ^ /S. In o Lo % . 0 0 jltF. � W tZ, OL CO Lu Q) _W In o CO I.0 O N �� �Q)ry Qm C) o -Ed-O}"_ J N L z w t - R// U W w z ~ z� MM w o2 m Fr■y W U c\j— � 43'-4" ISI MARK �� 48 BAR DIAMETERS (MIN.) II IT #5 VERTICAL REBAR AT 48" O.C. MAX. #5 @ G" O.C. EACH WAY 3G BAR I'-G"x 1'-4" x CONT. 3G BAR 3G BAR 10"x 8" x CONT. 1#5 1 #5 I #5 L -SHAPED BARS WJ 30" LEGS EACH SIDE. FILLED CELL ❑• 20' 8"x14" DIAMETERS - 1 DIAMETERS (MIN.) 12"x 12" DIAMETERS (MIN.) - FILLED CELL WALL REINFORCING F- QED ED It CONCRETE SLAB 4" MIN. THICK OVER CLEAN, WELL COMPACTED SOIL, > Q L (TYP. 48 BAR DIA. LAP) I I 4' O.C. MAX. CONCRETE SLAB 4" MIN. THICK OVER I' FTERMITE TREATMENT, AND G MIL II Cz (MIN.) CLEAN, WELL COMPACTED 501L, TERMITE TREATMENT, AND G MIL p[ I POLYETHYLENE VAPOR BARRIER. WITH WWM 6" X 6" # I OJ# I O O li , MIN. I " ( j FIBER 0 LL i I F 18. I GCOVERAGE) VAPOR BARRIER. \&"M WITH GGARAGE DOOR WILL HAVE A 11/2" ` X G" # I OJ# 10, (MIN. i" COVERAGE) OR SYNTHETIC O J REINFORCEMENT, p ch �z OR SYNTHETIC FIBER UCE55 * EXTEND 8" PAST EACH SIDE OF DOOR I m MINIMUM COMPRESSIVEREINFORCEMENT. STRENGTH OF NOT LESS THAN 2500 PSL z (F MINIMUM COMPRESSIVE STRENGTH 2" OF NOT LE55 THAN 2500 PSL DRIVEWAY I #5 L -SH PED BARS 1 1J2„ %2" MASONRY "- Z 1` 1#5 L-5HAP D BARS ^ - \, .. / l\ �, / \, \ \ /\ \,\\ VAPOR BARRIER CLEAN COMPACTED i L ---w - , COM C FILL W! 30" LE G5 EACH SIDE. TERMITE TREATED W! 30" LEGS EACH SIDE. -4 -1 ------ VAPOR BARRIER TYPICAL MONOLITHIC TYPICAL MONOLITHIC MONOLITHIC WALL FOOTING (F 18. 1 G) WALL FOOTING (F 18. 1 G) WALL FOOTING (F 18. 1(2;)_ AT GARAGE DOOR SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. W �i II 1 I II I I _ / -/2 #5 VERTICAL REBAR AT 48" O.C. MAX. Q I i F 18.16 11 11 tuLU #5 HORIZONTAL REBAR m L z #5 HORIZONTAL REBAR 11 _ I I z #5 VERTICAL REBAR 2 m Q #5 VERTICAL REBAR to II 1 1 m o" AT 48" O.C. MAX. o 11 1- I 1 #5 HORIZONTAL REBAR #5 HORIZONTAL REBAR 1 1 CORNER WALL INTERSECTION WALL MONOLITHIC FOOTING CORNER DETAIL DETAIL DETAIL SCALE: N.T.S. SCALE: N.T.S.. SCALE: N.T.5. 43'-4" ISI MARK �� REINFORCING II IT 2'-G"x2'-G"x 12" #5 @ G" O.C. EACH WAY F 18. 1 G I'-G"x 1'-4" x CONT. 2#5 BOTT, 1 #5 TOP 1708.08 10"x 8" x CONT. 1#5 1 #5 FILLED CELL ❑• 20' 8"x14" I I - 1 C-4 12"x 12" 4 # 5 - FILLED CELL WALL REINFORCING F- • FLOOR ELEV. I • • ( I • I FLOOR ELEV. I • �-} C -I I C -I I I C -I � I C -I C-3 (2)C-2 {2}C-2 (2)G2 C-3 • 1718.16 • F18.1G - • F!5.IG • F18.IG • '015'-8.. L I0'-8" 10-8" I0'-8" 5'-8„ 43'-4" COtvC. DRIVEWAY TYPICAL DRIVEWAY G" CONC. SLAB ON GRADE W/ GxG-W I .4xW I .4 W.W.F.. OR FIBER MESH ON COMPACTED FILL, MA50NKY WALLS: A. Masonry design has been performed in accordance with m5pected values a5 per ACI 530/A5CE 5 / TMS 402. B. Concrete masonry construction will comply with section 2 104. 1 .1 through 2104.5 of the FBC, and with ACI 530. 1, A5CE G, TSM G02, C. Concrete Masonry units shall conform to the following standards: ASTM C 55 for concrete brick: ASTM C 73 for calcium Silicate face brick: ASTM C 90 for load-bearing concrete masonry units or ASTM C 744 for prefaced concrete and calcium silicate masonry units. D. Lay walls in running bond. Bond and interlock each course at corners and inter5ection5. Use special shaped units as required. E. Combine and mix mortar cement, lime, water and aggregates for five minutes minimum in a mechanical batch mixer. Add water a5 required for workability. Retemper with water a5 required for workability. Do not use mortar which has begun to set nor if more than 2 hours has elapsed after initial mixing. Do not add air -entraining agents to mortar or grout. Grout shall be puddled or vibrated in place. F. Mix grout to have a slump of 8" to I I " at time of placement. Compressive strength of grout Shall be 2000 psi minimum at 28 day conforming to the requirements of ASTM C47G. G. vertical cells to be grouted shall have vertical alignment Sufficient to maintain a clear unobstructed continuous cell of not less than 3" x 5". Wa115 and webs of grouted cells shall be fully bedded in mortar. Vertical reinforcement shall have 3/8" minimum clearance from the masonry. H. Grout shall be placed in lifts not exceeding 8'-0 maximum. 1. Clean out openings shall be provided at the bottom of grouted cells at each lift. Clean outs Shall be sealed after cleaning and inspection and before grouting. J. Masonry walls shall cure at least 24 hours before grouting. K. Beams and Iintel5, unle55 otherwise shown, Shall have 4" minimum bearing at each end, L. Install shores and bracing to Support masonry beams a5 required before starting grouting operation and until grout has reached its design strength. Rod or vibrate grout lift during pour operation. M. Reinforced concrete prism Strength shall be fm = 1,500 psi, and shall be verified by tests in accordance with Section 2 105.2.2.2. 1 of the FBC. N. Reinforcement bars shall comply with A5TM AG 15, grade GO. Splices Shall be lap 5plice5. Non contact lap 5p11ce5 shall be permitted, provided reinforcing bars are not spaced farther apart than 5". Splice lengths Shall be in accordance with Table RGOG.9.2 and shall be a minimum of 25" for #5 bars and 20" for #4 bars. 0. Sills: unle55 otherwise framed in concrete, provide 4" x 8" concrete (formed or bond -beam block) with 1 #5 mid -depth at all sills. Extend reinforcement minimum 4" into adjacent column or reinforced cell. Equivalent Cast -Crete 51115 are acceptable (Submit shop drawings). FOOTING SCHEDULE MARK SIZE REINFORCING 1730.30 2'-G"x2'-G"x 12" #5 @ G" O.C. EACH WAY F 18. 1 G I'-G"x 1'-4" x CONT. 2#5 BOTT, 1 #5 TOP 1708.08 10"x 8" x CONT. 1#5 FOOTING NOTES. () INDICATES TOP OF FOOTINGS 1'-4" BELOW FINISH FLOOR. 1. AT ALL FTG. CORNERS * INTERSECTIONS, PROVIDE 2#5 L -SHAPED CORNERS BARS WITH 30" LEGS 2. LAP SPLICE BARS MIN. 3G INCHES. 3. MONOLITHIC CONCRETE SLAB # FOOTINGS ARE DESIGNED BY THE RATIONAL ANALY515 METHOD -REFER TO FOUNDATION PLAN FOR SLAB REINFORCEMENT CONCRETE COLUMNS SCHEDULE MARK SIZE VERT. REINF. # 3 TIES REMARKS C- I 8" x 8" 1 #5 -0 FILLED CELL C-2 8" x 10" 1 #5 FILLED CELL ❑• C-3 8"x14" 2 # 5 - FILLED CELL • • C-4 12"x 12" 4 # 5 - FILLED CELL WALL REINFORCING F- COLUMN NOTES: 1. CONCRETE MA50NKY WALL REINFORCEMENT SHALL BE DOWELED FROM FOUNDATION THROUGH FILLED BLOCK CELLS AND HOOKED AT BEAM TOP BARS. REINFORCEMENT SPLICES SHALL BE 48 BAR DIAMETERS. DOWELS SHALL BE SAME SIZE AND NUMBER AS VERTICAL REINF. FOR HORIZONTAL JOINT REINFORCEMENT REFER TO STRUCTURAL NOTES.. 2. FOR DIMENSIONS AND LOCATION OF MASONRY OPENINGS REFER TO ARCHITECTURAL DRAWINGS. 3. MASONRY WALL SHALL BE RE INF. WITH #5 @ 48" o.c. U.N.O. IN GROUTED CELL. AT ALL CORNERS INTERSECTIONS, END OF WALL f- EA. 51DE 3' 971 Al 2T-8" I.8 17-4" 10' 1, L 10' � 17-4" TERMITE TREATED 4" CONC. SLAB ON GRADE W/ GxG-W I .4xW I .4 W.W.F. OR FIBER MESH ON COMPACTED FIELD. 0-8" 13'-4" 5'-2" 13'-4" -119 fOUNDA-\TION PLAN SCALE: 114" = I' - 0" 8'-4" - - TERMITE TREATED 4" CONC. SLAB ON GRADE W/ GxG-W 1 .4xW 1.4 W.W.F. OR FIBER MESH -0N COMPACTED FIELD. G'-8" 15'-2" I 3 2 P-10" 1 7' No. Rev151on/155ue Date W _ W U SEE PLAN FOR MASONRY z ry N I WALL REINFORCING -0 11-0 m (TYP. 48 EAR DIA. LAP) U O i, 4'0.C. MAX. T)/ ��111"',\``��\ W -j 1 O E `r L I SEE PLAN FOR MASONRY i F 18. I G CL WALL REINFORCING F- QED ED It CONCRETE SLAB 4" MIN. THICK OVER CLEAN, WELL COMPACTED SOIL, > Q L (TYP. 48 BAR DIA. LAP) I I 4' O.C. MAX. CONCRETE SLAB 4" MIN. THICK OVER I' FTERMITE TREATMENT, AND G MIL II Cz I CLEAN, WELL COMPACTED 501L, TERMITE TREATMENT, AND G MIL p[ I POLYETHYLENE VAPOR BARRIER. WITH WWM 6" X 6" # I OJ# I O O li , MIN. I " ( j FIBER 0 LL i I F 18. I GCOVERAGE) VAPOR BARRIER. \&"M WITH GGARAGE DOOR WILL HAVE A 11/2" ` X G" # I OJ# 10, (MIN. i" COVERAGE) OR SYNTHETIC O J REINFORCEMENT, p ch �z OR SYNTHETIC FIBER UCE55 * EXTEND 8" PAST EACH SIDE OF DOOR I m MINIMUM COMPRESSIVEREINFORCEMENT. STRENGTH OF NOT LESS THAN 2500 PSL z (F MINIMUM COMPRESSIVE STRENGTH 2" OF NOT LE55 THAN 2500 PSL DRIVEWAY i; 1 1J2„ %2" MASONRY "- Z 1` x x�--- x x x x x x RECESS '-7777777 7�N \, .. / l\ �, / \, \ \ /\ \,\\ VAPOR BARRIER CLEAN COMPACTED i L ---w - , COM C FILL - -. VAPOR BARRIER TERMITE TREATED VAPOR BARRIER TYPICAL MONOLITHIC TYPICAL MONOLITHIC TYPICAL MONOLITHIC WALL FOOTING (F 18. 1 G) WALL FOOTING (F 18. 1 G) WALL FOOTING (F 18. 1(2;)_ AT GARAGE DOOR SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. No. Rev151on/155ue Date � W _ W U W z ry N Ln -0 11-0 m U O LU T)/ ��111"',\``��\ W -j � Q � x W U W z ry N Ln w m U O 11-.1 z O E `r L �9 UJ CL z � F- W > Q L rV Q � z m O _ I- --j Q LL- N �z (� �C LIJ R/ Q C) LIJ LLJ �Z Z Mz W O�� � Q � x o W z J N U ...I 11-.1 z O u L UJ CL z � � W z rV Q � 0�n,V/ m U -j DLLJ i�..�.r_ QD z � Q � x o W z J N 5PREM 5ervlce5, LLC. Drawn by: 5dv1a Fabra Cell: (5G I) 5 1 2-4G2 I e -mall: 5prem5erviCC5@CjMail.COM Project Sheet Date 09-14-2016 50 Sca l e 11411= 1 1 � I � 55-4" 27-8" 27-8" MAX. UP.< 2,030 LBS MAX. UP.< 2,030 LBS 11 B B 241 24" '.H.O.H.1 q I I I I I I I I I I I I I I I I I I I I 0 ---1- -41--- --=----=--: _ _ -- --=-- IJ ---I--- __ . =L' �f5 - - ----Si-^L=2 =L _ _ i� 23-+Z- --� -t--� - I • I 1 ; ; ; TOP OF BOND rAM rt r -1 -t I� TOP C7F BOND.BEAM I I I I �LEV. 61- E�Ev. 81-01, I I II G U= 3,5 0 # u=f,50)# c II I I fi.i_.. I I I I I I 1 1 I I'1 1 1 1 I I I I (_ I 1 : 4":O.C. @ :EDGE, 4." O.C. IN FIELD i 4" O.C. @ EDGE, 4 O.C. IN FIELD _L . _ .. I I I W/ RINK5HANK NAIL51 I I 1 I' I ( I I I I W! RINK,5HANK MAILS I I I _ .. _ .. - ..1- z ° II II 0 I I N N Ii ii I I I I I I I I I I Ih' I I I � 11 II In I I I I RAKE BEA BTM 5% Ie" 5RK2`nCD D I I I I 11 434" I -D ....-1 ...:1 MAX. UP.< 1,770 LB5 O -tl kU� CDI1 __.... N�O In tI I 1n=In 1° I v� A I 12to Oil (VV 125 _G" I 5„ 5G .:__S 1n.f� X11 o I 1 ° - r.: jo 24" .H: 24"O.H. N I I I i I I I I INI_., -INI I I I II- II to CJI ---I---�:----- '--== -_--'-r-=---�----:�--I I 5'yl�,. /\ 5' 12" I I �� 1 � I I I I - - - - - - - 1- t- I- - - - - - - - -} L - _I` - - _i '} _ I - - } - - } - - I I (1 RAKE BEAM I! ' ! KE BEAM I I I I (BB- I /OP OFOD BTAt�OP OF�OD BEAM: ; (2)BB- I .. I ( _n .. _ . I I 1 I I .. I ELEV. e o / ELEV. 8 0 - - - .. --- 1 Vo'I GOi % 1 I I IQ II C UI= 2,500 #/ 1 I IW_ I I I I I I I I I I I I I I _ _ u= 2,500# c ¢ mo I I I (; ( I I mo ¢ 37' *_t i II I I I I I I I I I I I t'I I I I I I I 1 I I 1 Z5� -I.fi. _.._Z� ..1_.. RAKE BEAM (. I i : RAKE BEAM I 1 1 I RAKE BEAx/125'n2�' oW ..-.._.I (2)2'xIO�/T.BO T W O ED ER 5 Q 5" �5' �{ I I I I I I I I I I I I I I I I I 1S, Q (2) x l P T TE W OD LEDGER il' W/ 3/4" 5" E BE. ANCHOR TS I I I I 1 I 1 j' I I I I I I Wl (d 5"IEM E. NCH BOLTS ~ ( 1 -I. 1- _ - ' -11 1 f If1 � I N D 1 1 1 1 1 1 1 1 1 I I I 11- _ -t 1-. aT I G O.. W/ FLAT 5H A 16" O.T. W F WA i N .._.._..- \_ .I -.._.I __.1.._..I_.._1 1 wll I I I Ij I I I I I I I I I I I o I I t I I I WII _.._ 1 I m o =.._i..�.._.._.. I ,' I I I I I I I I �w �'- �..1- O ._t!_5; _.._..�..1_.. O o m °II I� I I I _L.L .._.._.. ..._L- _ -.. ^ ¢N I I I I �" oil m O O _ _ -I RUSE GI ERS:: -.. - - _ _ _ o _ - a - 7RU S IRDEI�� - �,(� v N �.. 5°� I I Q5"�:: NI I_,(� _ -. _.._ -••- _ _ I 1 I I 1 1 - �:: B I BBI dd �/ ¢ v. mil �EE RAKEI I I I SEE RAIkE SII- - - "�f' I ¢ _ V ( 1 C :24" O.I?. 1 1- I :,NI E = 3,500 # N BEAM DETAIL: :BEAM DI!TAIL �¢ ¢ BEAM DETAIL I-:: a ( I U 3,500 # U= 3,500 E - T 55 GIR R - - T 5 Gil R.. I I II I I I I I I I I I I I I �° I I I I II o :� i-.}-_� _• i �'.. �_.._.._ -.._.. � 0-� /-.._.._..�..1_.. _L.) �.._. 12p- -"12 m: N N o Ln N T 12" 12° CD I I I I I I I I I I I I I I I I I I I I I I II I I '� -' = I I m 5" O O 5" N �. J I I 3' 1-') N J N hI 3' j = I b 5" F O 5" m l I o 0 �: 1 :: 1'1 f I : ° I IN _. _.._ -:. - - - - --- -- _.._.. _.._.. _ NI.�_:. - O _ _ ;,� I I I I I 1 I 1 I If- - - I_ Ln N I '... EXTERIOR PORCH CEILING 7/8" 1 N LC) • I STUCCO ON HIGH RIB LATH �I�- :: U 2,500 # U- 2,500 C 1 I I I ( 1 C = 2,500 # U= 2,50 # C 11 - 2 V O.H.. 24" O.H. _ _.._.. �..I_. - V _I. _.l.l 4._.T U55Gi.. R._.. _.. I: I }� .. _ T SGIRDa - V -. _. 1 1 4" F L •�-1• -•� •• I I � o CD �ED RAKE TAM RAKE BEA ' RA BEAM 1 v I ¢ a- ¢ 1 I I 1 I II'�12" I I I/i i I I I 5°�I�" III I I i I I I i .i I I 57 121' II _I.1-.. -�.I_ 5 -� _I _ o o 5 C •= 2,50d # 1 1, 1 I I I I 11 I I I I I I u4 2 5006 c 11 I I 1 1 1 �' I I ° CD'� v? 0 1 1 I I I I I I I !! . V/ I TOP OF BOND BEAM TOP OF OND BEAM• Y • • ' I I TOP OF BOND BEAM I ( i d TOP OF BOND BEAM _ EL 0" ELE O" _ :: I _ _ I E 8_O - ELEV. O II I�-I I- f---4-- I-- �- --I-- F --I L --+- I-.. _1' -- - L -1 - -- V v -- - I- "-1 --- -)FTCS-T_ _-L- --� - -T-C T �_^ _-1---,. -1-- =-- -LIS- T -j--- =--j- T�--5- I II I I 1 I I I I I I I I I I I I I I II -- 24" O.H. 24" D.H. 24'".O.H. 24' O.H. A A A B A A 43'•4" I3'_4" 8'_4" 12' 8'_4" 13'_4" MAX. UP.< 1,770 LBS MAX. UP.< 500 LBS MAX. UP.< 500 LBS MAX. UP.< 2,030 L55 MAX. UP. < 500 LBS MAX. UP.< 500 LBS ROOF FRAMING FLAN SCALE: 3/1 G" = It - 0" U . CLASSIFIED FIRESTOP CAULKING FLOARME STOP VFLOOLK NG UP TO N SEALS HOUR FIRE ESSANDRD MHdD TE OFRTETS OF THROUGH-PENETRATION5 FIRE5TOP5" ( AND ATSM L -I 19 AND COMPLIES WITH (UL 1479); SEAL WITH FOAM. VAPOR BARB.=ER SEE RAKE BEAM DETAIL CAST -IN-PLACE RAKE BEAM AT ROOF LINE / \ F 8"x 12" W/ 4/5 CONT #3 TIES @ 8" O.0 J• 1 TRUSS \ �/ TRU55 5/8" ROOF @ 24"O. -C-7", \ / @ 24" O.C. _-518' ROOF SHEATHING SHEATHING BLOCK WALL 2"X6' P.T CONT. C TYPE X GYPSUM BOARD ON BOTH SIDE J" TYPE X GYPSUM BOARD W/ I " TYPE 5-12 5TL WITH 1 /4"X 3 1/2" A 0 CAST -IN-PLACE RAKE BTAM W1 I ' TYPE 5-12 5TL SCREW, AT 12" O.C. TAP CON <@ 12" O.0 AT ROOF LINE W/ (2) # 5 CONT. 5CREW, AT 12" O.C. 8"x8" MINIMUM 5/8" GYP. BOARD HOUR RATED g" TYPE X GYPSUM BOARD OVER MTL. FRAMING CMU FIREWALL. W/ I " TYPE 5-12 5TL SCREW, AT 12" O.G. ALONG STUDS AND TRACKS U419 I HR RATING FOR LOAD BEARING WALL TYPICAL I MR FIRE RATED INTERIOR WALL DETAIL SCALE: N.T.5. CONCRETE BEAMS SCHEDULE MARK SIZE REINFORCING TYPE TOP OF BEAM ELEV. TOP BOTT. STIRRUPS CB -1 8" X 1211 2 # 5 2 # 5 # 3 TIES AT 8" O.0 TIE CONC. BEAM III -O" PRECA5T BEAMS SCHEDULE MARK 51ZE REINFORCING TYPETOP 1 BOTT. 51 8" X 8" 31.05 1 #5 51 LL BB -1 8" X 8" 1 #5 - BOND BEAM (2)BB- i (2)8" X 8" 1# 5 1# 5 BOND BEAM L 8'I X 8" 2350 1 #5 LINTEL BEAM NOTES: 1. AT ALL BEAM CORNERS AND INTER5ECTION5 PROVIDE 2#5 L -SHAPED CORNER BAR WITH 30" LONG LEGS AT TOP AND BOTTOM.( I BAR PER BOND BEAM) 2. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT 5URRPORT5. LAP SPLICE SHALL BE MINIMUM 3G-INCHE5. RAKE BEAM DETAIL SCALE: N.T.S. 5/8" ROOF SHEATHING #5 VERT. REF. IN GROUTED CELL. TYPICAL. 2 #5 REBAR AT TOP # 3 TIES AT 8"0.0 1211 NOMINAL 1. . HEIGHTI ' I 2 #5 PEBAP AT BOTTOM I: I8 I I %2" NOMINAL,r WIDTH POURED CONCRETE BEAM (2)BB-1 E3B- l CB- I (811x 12") BOND BEAM BOND BEAM W/ #5 BAR W/ #5 BAR POUR SOLID POUR SOLID ADD I # 5 .. , HIGH STRENGTH LINTELS BY CA5TCRETE TYPICAL LINTEL AT WINDOW * DOOR SCALE: N.T.S. ROOF PRESURE ZONE PPIE55UPIE 51-E TYPE 1 31.05 70.1 2 2 31.05 122.20 3 31.05 179.80 MIN. (I REQ'D) #5 REBAR AT IOP TYPE DE51GNATIO_N B.B. CONTINUO5 F F = FILLED WITH GROUT / U = ! ",I'ii-LED F % 1-1 /2' CLEAR F QUANTITY OF #5 REBAR AT I BOTTOM OF LINTEL CAVITY i Q j^ M.U. BFIG-IB/iT ¢� } N MGROUT L_ QUANTITY OF #5 NOMINAL HEIGHT #5 REBAR AT BOTTOM REBAR AT TOP OF LINTEL5 CAVITY . . TYPICAL LINTEL AT V58"ACTU PROVIROVI , REINFORCING DED IN LINTEL (VARIES) WINDOW * DOOR NOTE: FLORIDA CERTIFICATE OF PRODUCT APPROVAL No. FL 158. PRECAST, PRE5TRE55ED CONCRETE LINTELS: A- PRECAST, PRESTRESSED CONCRETE LINTELS TO BE PROVIDED BY CAST -CRETE (OR APPROVED EQUAL) AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. SHORE FILLED LINTEL5 AS REQUIRED. PROVIDE MINIMUM 4" BEARINGS AT EACH END. B- IN LIEU OF 1 #5 REINFORCING BARS ON TOP. C- STANDARDS: COMPLY WITH REQUIREMENTS OF PCI, ACI 301 , ACI 318 AND ACI 530. D- REINFORCING BARS: A5TM AG 15, GRADE GO. E- PRESTRESSED TENDONS: ASTM A4 I G, GRADE 270, UNCOATED, 7/32" WIRE,LOW RELAXATION STRAND. F- CONCRETE: I - CEMENT: ASTM C 150, TYPE I OR 111. 2- FLY ASH: A5TM Cr. 18, CLA55 C OR F. 3- SILICA FUME: A5TM C 1240, AMORPHOUS SILICA. 4- AGGREGATES: ASTM C33, MAXIMUM 3/8" DIAMETER. 5- STRENGTH: MINIMUM 3,500 P5I AT 28 DAYS FOR PRECAST LINTELS AND G- GROUT STRENGTH: MINIMUM 3,000 Psi. TRU55 LAYOUT AND PRODUCT APPROVAL NOTE: THE SIGNATURES OF THE ENGINEER OF RECORD ON THE TRU55 LAYOUT AND/OR THE PRODUCT APPROVALS ARE FOR DESIGN CONCEPT ONLY. IT IS THE BUILDER'S RE5PO5113ILITY TO VERIFY TRU55 DIMENSIONS WITH THE EXISTING PACKAGE. THE STRUCTURAL PERFORMANCE OF ANY PRODUCT SHALL REMAIN THE RESPONSABIUTY OF OTHERS. THE BUILDER SHALL VERIFY THE AUTHENTICITY OF THE PRODUCT APPROVAL. CAST -CRETE U LINTEL 5CHEDULE PRECAST * PRE5TRE55E5 LINTEL NO,GRAVITY 51-E TYPE ALLOWED APPLIED GRAVITY ALLOWED UPLIFT APPLIED UPLIFT NOTE L-1 2'-10" 8FIG-I5/IT GI 13 -�..----+---L..--L- 44GO ---1---L--J---1----------L--.[---1 -----J---+---L----------� r[ } r r r[ I r [ r L-2 3'-G" 8F IG-115/IT G 1 13 5500 3547 2350 [ r [ r L-3 4'-0" 8F I G- I B/ I T 6 1 13 r r [ 3079 1 I I © O I L-4 4'-G" 8F I G- 113/1 T G 1 13 C r r [ r r 2724 r r r r 6' r r [ r r r r [ r r [ BOTTOM BARS L-5 5-4" 8F I G- I B/ I T 5365 3500 2290 1 100 G' MIN. L -G 5'-10" 8F I G-1 B/ 1 T 4360 �w 2093 GABLE ROOF 10°< -A- -�- 450 -G" 8F I G- I B/ I T 3480 1880 L-8 71-G" 8F I G- I B/ I T 2GG I I G34 L-9 9'-4" 8F I G- I B/ I T 1843 1 133 L-10 10'-G" 8F I G-1 B/ 1 T 1 533 1 100 914 G50 CAST -CRETE U LINTEL SCHEDULE 8" PRECA5T W1211 RECESS DOOR LINTEL NO. LENGTH TYPE ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT NOTE L-22 4'-4" 8RF lb -IB 6472 3170 L-23 4-0" 8RF 18-1 B 6472 4500 3036 2500 L-24 5'-8" 8RF 18-1 B L 114 PRE5URE ZONES L 11 OR L2/3 �� GREATER LI/3 OR L2l3 GREATER L2l3 OR LR L2/3 OR L3/3 GREATER GREATER ! I BEAM I TOP BARS I � BEAM 2 TOP BARS m 8d RING -SHANK FASTENERS --���-4--J---+-- -�..----+---L..--L- --J--...--.-L---r---J---j•--- ---1---L--J---1----------L--.[---1 -----J---+---L----------� r[ } r r r[ I r [ r r [ [ r r r [ r [ r r r [ [ r r r r [ r r [ r r r [ [ r r r r r r r [ r r [ rr r r r [ r [ r [ r r r r r r [ [ IJJz [ r r r r [ i I I i (DI O 1991 ; O I� 1 I I © O I A A I I i I [ r r [ C r r [ r r r BOTTOM IgARS r r r r r r 6' r r [ r r r r [ r r [ BOTTOM BARS r r r [ r �--- 6' r r BOTTOM BARS r r [ r r r ----r-----r----------r---r---r r [ [ r t r r r r MI [ r r [ ----r-----r---r--y---r--I---r---r------r----------------------- r r r MI . r r [ --r---r---e--I---y---r---r-___- ---_. lO G' MIN. BEAM 1 84 8" 5. �4 PLAN PLAN �w BEAM 2 GABLE ROOF 10°< -A- -�- 450 BEAM 3 LI L2 END SPAN IN. INTERIOR SPAN BAR DETAI L5 FOR BEAM5 SCALE: N.T.5. PRE-ENGINEERED WOOD TRUSSES: -Truss manufacturer 15 responsible for the design and fabrication of trusses, glyder5 and their connections to each other for the gravity loads and wind speed and conditions listed In thl5 Sheet. The design and manufacture of metal -plate -connected wood roof and floor trusses Shall comply with AN51/TPI I , and FBC with empha5l5 on FBC 2014 SECTION R802. 10. -Trusses and glyder5 Shall be de51cjned, 51gned, and sealed by a Florida registered engineer (Truss engineer) retained by Truss Manufacturer. -Wind loads In this package are calculated based on analytic method. -Truss manufacturer shall notify the Engineer of records prior to completing shop drawings, If any loads exceed those Specified in thC15 package u51ng the same method or if any girders change location. Complete calculations and shop drawings shall be signed and Sealed by the Truss engineer and shall be submitted to the engineer -of -record for review. Review by the engineer -in -records will be for compliance with design concept only. The Engineer of records re5erve5 the right to make design changes a5 deemed appropriate based on such a review. -Truss manufacturer shall provide all truss to truss connections and uplift load for individual trU55e5 * girder. Tr manufacturer is res onslble for the dell n of brach for Individual truss or girder uss u p g g members to re515t lateral buckling under gravity or wind loads, and 15 re5pon5lble for providing a bracing plan of overall floor and roof truss systems. -The bracing of metal -plate -connected wood trusses shall comply with their appropriate engineered design. In the absence of Specific bracing requlrement5, trusses shall be braced In accordance with the Truss Plate Institute's (TPI) "HandllncJ, Installing, and Bracing Metal Plate Connected Wood Trusses" 1118-9 1. -Permanent bracing for the 5tablllty of the truss Systems for gravity and lateral loads for temporary tr racln refer t TPI5 Shall be Indicated On truss shop drawings. o to po ry uss b g o HIB -9 I summary sheet. -The bottom chord Diagonals places at 45' lateral bracing spaced at 8 to 10 feet, nailed to top of the bottom chord. diagonals places at 45' to the lateral braces shall be located at each end. -Wood trusses shall be braced and erected In accordance with the bracing In the plan of the web members: a. The truss manufactures Shall provide and locate continuous lateral bracing for each truss web member a5 required. I?. Lateral bracing shall be re5tramed by diagonal bracing (mm.2" thick nominal lumber). This bracing 15 to be continuous. c. A minimum of two rows of diagonal bracing Is required one at each vertical web member closet to bearing locations. PLYWOOD ROOF SHEATHING: a. Plywood roof Sheathing shall be 19/32", exterior grade, sheathing, with 32/1 G. b. Lay panels, continuous over two or more spans and with face grain APA span rating perpendicular to primary framing members. End joint5 shall occur at center of primary framing member with both panels fastened to it. End joint5 shall be staggered. c. All roof 5heathm6j shall be attached to a minimum 2" thick nominal member with Its depth equal to or one size greater than the Intersecting top chord. This shall be achieved with contmuou5 structural 5ubfa5cia or fascia with nail 3" o.c. d. Fasten plywood roof sheathing panels to all supporting members using 8d ring -shank nails.Nail Spacing shall be 3" o.c. at exterior members within 3' from house perimeter) and G" o.c. Nail spacing shall be 3" o.c, at exterior members within 3' from house perimeter) and G" O.C. e. Exterior porch ceiling and Soffit 7/8" stucco on high rib lath w/21/4" embed nailing. f. f. Plywood wall Sheathing shall be 19/32", exterior grade, nailing with I Od 4" o.c. @ exterior members within 3' from house perimeter) and G" o.c else where. GYPSUM BOARD CEILINGS • Garage ceilings shall have 5/8" th. "x" gyp. Bd. wood trusses at 24" On center. • Ceiling affixed to wood roof trusses at 24" on center shall be 5/8" th. Gyp. Bd. • Ceiling affixed to wood floor tru55e5 shall be 1/2" th. Gyp. Bd. On I x 3 wood furring at IG"on • Ceiling5 of storage areas under Stairs shall have 2 layer -5 of 5/8" type "x" gyp. Bd. Secured to the underside of the stair. GENERAL R001= N0T5: (WHERE APPLICABLE) 1. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED U;':�€R THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS MFG. LAYOUT. THIS FRAMING 5CI''EME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND MAKE STRUCTURAL REVISIONS ACCORDINGLY, FINAL SIGNED AND SEALED TRUSS DRAWINGS MUST BE SUBMITTED TO THIS OFF`.CE FOR REVIEW PRIOR TO PERMIT SUBMITTAL AS PER GEi,qERAL NOTES. 2. REFER TO DESIGNERS FLOOR/, FOUNDATION PLAN DRAWING FOR ALL KCOM VAULTS, TIE BEAM HEIGHTS, SIZE AND REINFORCING. 3. CONTRACTOR IS RESPONSIBLE FOR ALL STRUCTURAL COORDINATION AND SHALL NOTIFY DESIGNER OF ANY DISCREPANCIES PRIOR TO POURING OF FLOOR SLAB IN WRITING. 4. ALL CONNECTOR STRAPS SHALL BE GALVANIZED SHEET STEEL. A5TM A44G-75 GRADE A (fy=33,000 p.s.l.). 5. ALL STEEL SEAT DETAILS SUPPORTING GIRDER TRUSSES SHALL BE COORDINATED WITH THE TRUSS MANUFACTURER FOR SIZE AND BOLT SPACING REQUIREMENTS (SEE PLAN). G. ALL FLAT ROOF AREAS SHOULD HAVE A MINIMUM SLOPE OF 1/4" PER FOOT. 7. GABLE END TRUSSES: NAIL 8d RING -SHANK 6" O.C. 8. GABLE END TRUSSES: USE RING SHANKS OR I Od NAILS FIRST 5 FEET. BLOCKING @ 48" O.C. MAX. IN FIRST 2 FRAMING SPACES EACH END, 9. GIRDER TRUSSES 51ZED BY MANUFACTURER. 10. ARE TO BE SECURED TO CONCRETE BEARING SURFACES WITH A SIMPSON HHETA-20 OR WOOD BEARING SURFACES WITH A 5IMP50N H 10 1 I ON ANY TRUSSES 40' OR GREATER, CONTRACTOR SHALL NOTIFY DESIGNER OR ENGINEER ONE WEEK IN ADVANCE TO ARRANGE FOR FIELD SUPERVISION. 12. ROOF MUST WITH STAND 170 MPH WIND LOADS. CONTRACTOR SHALL PROVIDE MANUFACTURERS SPECS ON ROOFING. 13. PROVIDE 22N 54" ACCESS PANELS W/ FOLD DOWN LADDER 14. ROOF SPECS AND PRODUCT APPROVAL TO MATCH EXISTING ROOF MATERIAL (UNLESS ENTIRE ROOF TO BE REPLACED) 15. ALL STUDDED POST MUST BE CRIPPLED AT ROOF GIRDER BEARINGS AND WOOD BM'S. GLUE AND NAIL PLIES AT 12" O.C. TYP. WALL SHEATHINGS MUST BE NAILED TO EA. PLY AT BOTH SIDES COMPONENT AND CLADDING PRE5URE ZONES NAIL 51ZE NAIL SPACING ZONE 8d RING -SHANK FASTENERS q O.C. m 8d RING -SHANK FASTENERS G" @ EDGES, G" @ INTERMEDIATE SUPPORTS W z CORNER DISTANCE, A= 4 FEET IN ALL CA5E5 I- 30 Q -----�--02 --�- G), W LLJ `0 I ` ' z O QD IJJz Z i I I i (DI O 1991 ; O I� 1 I I © O I A A I I i I i A 'A A 'A 1 J L i I I O I I I I I I I O Q -----'-- !----'-- OI © IO OI © lO 9 O V � L _Z M0 �4 PLAN PLAN �w HIP ROOF GABLE ROOF 10°< -A- -�- 450 10°< -e- - 300 No. Revision/Issue I Date w Ln U m Q O m � U W z U -J I- 30 Q O E W LLJ Q.._ z O QD IJJz Z V O Q N QD OL O � O bd Q J L QD z 0� -- LLJ W W O V � L _Z M0 W O� m �w U Ng Ln m Q U I U -J z Q O W LLJ Q.._ z O QD IJJz r v V O Q 0 WR/v W CID Q QD z 0� -- > W z CV D_ 2 SMOKE ALARMS NOTE: PER FBC 2014 (SECTION R314.3), SMOKE ALARMS SHALL BE LOCATED A5 REQUIRED FOR NEW DWELLINGS. ALL EX15TING AND NEW SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD -WIRED A5 REQUIRED FOR NEW DWELLING5. CARBON MONOXIDE ALARMS NOTE: PER FBC 2014 (5ECTION R315. 1), OPERATIONAL CARBON MONOXIDE ALARMS 5HALL BE INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR 5LEEPING PU RP05E5. Arc -Fault Circuit -Interrupter Protection. Dwelling Umt5. All 120 -volt, single phase, 15 and 20 -ampere branch circuits Supplying outlets Installed In dwelling unit family rooms, dining rooms, living rooms, parlors, librarie5, dens, bedrooms, 5unroom5, recreation rooms, closets, hallways, or Similar rooms or areas shall be protected by a listed arc -fault circuit Interrupter, combination -type, Installed to provide protection of the branch circuit. PROJECT DATA: LIVING AREA UNIT #1: 854.0 5QIFT. COVERED PORCH UNIT # 1 : 42.0 5QPT. LIVING AREA UNIT #2: 854.0 5QPT. COVERED PORCH UNIT #2: 42.0 5QPT. DUPLEX BUILDING AREA: 1,792.0 5QPT. 4 CAR5 GARAGE BUILDING 924.0 5QPT. TOTAL AREA: 2,71 G.0 5QPT. WP� 3 150 F EF 150 AMP STRAPS WJ TAPGON 35rJ"X3 4" THICCKK 5SLA5 SCREWS A/C # LAB T 3'-4" I \LXX/ /ER METER U E. PANEL A" 50 AMP5 DISC. "A" (UNIT#I) 3G' 10" 3°0 VER METER 50 CMFEF 150 AMP5 K. DISC el "B" (UNIT#2) VER METER G C W/I GO AMPS K. DISC. IARAGE)� AMPS ANEL "C" AFCI I - BEDROOI I AFCI 43'-4" 13`-4• - ELECTRICAL -Contractor shall verify with Florida Power * Light (FPL) the location of service and Shall locate meter and panel a5 rewired, ver.f,< a°l co^ductor5 anti breakers with equipment manufacturers' 5pec,ficatione,, coordina''e .a c ­way with other trades prior to construction. All branch circuits in raceway or no., ,nee'Oi }c sheathed cable. ELECTRICAL PLAN SCALE: 3/1 G" = I ' - 0" L 1 �r 27'-8" 39 PSP C.U.- 4 HURRICANE i"x35.5° STRAPS WJTAPGON VC #2 4SCRCS INTO " THICK SLAB 7 3'-4" \ ) GFCI GENERAL ELECTRICAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 201 1 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. WIRE 51ZE SHALL BE # 12 * # 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE NOTED. G. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"- x 8' GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7. ALL 120V. I PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (G.17.1.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.F.I.) IN LIEU OF (G.F.I.) BREAKER WITH SEPARATE CIRCUIT. FCI GFT 1 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" A.F.F. __ AFCI 9. ALL RECEPTACLES TO BE TAMPER-RESISTANT RECEPTACLES (NEC 40G. 1 I ) j \ AREA REQUIRED IN DWELLING UNITS ALL5 AREAS SPECIFIED IN 201 1 NEC ICIT HEN 5T ALL 125 VOLTS, 15 AND 20 AMPS RECEPTACLES UNLESS OTHERWISE SPECIFIED. ++ LL1 > I 0 E s oO 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; +rJ-- A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. °>° P•. y/oOio Lrnl� i 1 1 . THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE „" -' • �: • l� SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE w r- 6-" FCI COMPANY UNLESS OTHERWISE SPECIFIED. J• M ® / �\` 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED •Q: o ' F I PANTR A ROMEx. i AFCI AFCI ' 13. LIGHTING FIXTURES SHALL BE SELECTED BY OWNER * CONTRACTOR INSTALLED7 : Q: Z' 0 AFCI 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED r•-, Q zZ OVTV TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- LJ rFri FACTURER'S RECOMMENDATIONS AND LISTING. 15. ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS J e �• -' ,� OTHERWISE SPECIFIED. Q o000 W I G. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT W AFCI w EF DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE (l) \\ . a� SPECIFICATIONS. W u- / Q 50 AMPS I I 17. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES i m E. AN EL "B" \� TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. AFCI ....., AFC( A ATTIC L­mm18. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT I I @ o � F 3G' -l0" CFM/SF OF VENTILATED FLOOR AREA. GREATOOM GREAI�ROOM I AFCI EF - 19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL \ CONTRACTOR. � � 3 I T L 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- LLJ COR ELEV. FLOOR V. AFCI W/H#2 GCI MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN U THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS �;. O O" 0'-0" \ IS IN THE BID. > AFCI AFCI DRYER WASHER 2 1. PROVIDE PRE -WIRED T.V. OUTLETS (FOR CABLE OR ANTENNA IN ILI Q ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. U -i m 2 ELECTRIC FIXTURES/TRIM AND APPLIANCES SHALL BE U.L. W 2 � _ APPROVED AS PER CONTRACT. Z f_- ® \ 23. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C O O AFcI EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER (v (17 C9 O AND AS PER MANUFACTURER'S RECOMMENDATIONS. GFCI AFa 24. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE Q (m WP I COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/ OWNER) >OR ELEV. FLOOR ELEV. -- 0'-6° a -G" f 25. STEREO PRE -WIRE, SPEAKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIONISUAL CONSULTANT/COMPANY. (VERIFY W/ OWNER) zlztz Q L • • • • i 26. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. (VfKIFY W/ OWNER) 0 ry i 27. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS () = O 4� - AFCI W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED). -1 -j 28. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL 4 29. REMOVE AND CAP OFF ELECTRICAL INSTALLATION A550CIATED WITH THE Ui lJJ = N REMOVAL OF PARTITIONS AND CEILINGS. (IF REQUIRED) Z Q � l - V AFCI 30. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. W >� 31 . ALL RECEPTACLE, SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO u..111 O CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST W FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DE77RED Z �/ Z L DRAWINGS. EXIST.S CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST W M LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING W ILr1J ON MUNICIPALITY DURING THE PERMITTING PROCESS. J 8' 4` 12' 8'-4" --13'-4" 32. ALL RECEPTACLES TO BE G' -O" O.C. FROM ALL OPENINGS, AND 12'-0" O.C. FROM RECPT. TO RECEPT., ALL RECEPT, 2' O.C. AT KITCHEN COUNTER 55'-R' 33. ELECTRICAL CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND CALCS. PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING z -I all �j g, r 4-�r -he i =, i :- "#`. x �a Pim sna-, not re s 11TiL`fc.« requiring - g�h, . comp inspector from re D rin corrections . NE -Cin tfect, g National trial Ln ELECTRICAL LOAD CALCULATION LOCATION SEE ELECTRICAL PLAN MOUNTING FLUSH PANEL "A" UNIT # 1 A,N 150 AMPS (200 AMP5.) V0_1,rAGE 1201240 LOCATION SEE ELECTRICAL PLAN MAIN 150 AMPS MOUNTING FLUSH PANEL "B" UNIT # 1 (200 AMP5.) VOLTAGE 1201240 LOCATION SEE ELECTRICAL PLAN MAIN GO AMPS MOUNTING FLUSH PANEL I"C" (60 AMP5.) VOLTAGE 120/240 CKT. POLE DESCRIPTION WIRE TRIP CONDUIT CKT. POLE TRIP DESCRIPTION WIRE CONDUIT CKT. POLE DE5CRIPTION WIRE TRIP CONDUIT CKT. POLE DE5CRIPTION TRIP WIRE CONDUIT CKT POLE } TRIP ? DESCRIPTION WIRE CONDUIT CKT. POLE TRIP DESCRIPTION WIRE � CONDUIT I 2 40 TANK LESS WATER HEATER #8- I " 2 2 30 A.H.U. #10-1" 1 2 40 TANK LE55 WATER HEATER #8-1 " 2 2 30 A. H.U. #10-11, 1 2 20; IRRIGATION PUMP # 12-1/2' 2 1 20 EXTERIOR LIGHTING # 12-112" 3 4 n QD W 3 4 z L� 3 4 5 2 40 TANK LESS WATER HEATER #8-1 " G -3--3'0 DRYER # 10-3/4" 5 2 40 TANK LESS WATER HEATER #8-1 " G 2 30 DRYER # 10-3/4" 5 1 20, GARAGE GFCI RECPET. # 12-1/2" I G I 20 GARAGE DOOR GFCI CIRC. # 12-1/2" 7 8 7 8 1 20 GARAGE GFCI RECPET. # 12-112' 8 1 20 GARAGE DOOR GFCI CIRC. # 12-112" 9 1 0 WASHER # 12-1/2" 10 2 50 STOVE #G- (° 9 I 20 WASHER 412-112" 10 2 50 STOVE #G-1 " 1 20 GARAGE GFCI RECPET. F13 # 12-112" 10 1 2O GARAGE DOOR GFCI CIRC. # 12-1/2" 1 I 12 1 1 12 1 O GARAGE GFCI RECPET. # 12-1l2" 12 I 2Q GARAGE DOOR GFCI CIRC. # 12-1/2" 13 I 20 LAUNDRY RECEPACLE # 12- I /2" 14 I 20 MICROWAVE # 12- I /2" J 3 I 20 LAUNDRY RECEPACLE # 12- I /2" 14 i 20 MICROWAVE # 12- I /2" IO GARAGE LIGHTING # 1 2-112" j 14 I 2O GARAGE LIGHTING # 12-112" 15 1 20 SMALL APPLIANCE # 12-112" I G I 20 DISPOSAL # 12-1/2" 15 1 20 SMALL APPLIANCE # 12-112" 1 6 i 20 DISPOSAL # 12-1/2" 4- GARAGE GFCI CIRCUIT = 6,000 WATTS 4- GARAGE DOOR GFCI CIR. = 6,000 WATTS 2- GARAGE LIGHTING = 3,000 WATTS !- OUTSIDE LIGHTING 1- IRRIGATION PUMP = 1,500 WATTS I - WATER PUMP = 1,500 WATTS 2- OUTSIDE GFCI CIRCUIT = 3,000 WATTS TOTAL CONNECTED LOAD = 22,500 WATTS 17 I 20 SMALL APPLIANCE # 12-1/2" I g I 20 REFRIGERATOR # 12- i /2 17 I # 1 2-112" 20 SMALL APPLIANCE 18 I REFRIGERATOR # 12-1/2" 20 19 I 2O GENERAL LIGHTING # 12-1/2" 20 1 20 DISHWASHER # 12-1/2" 19 I 20 GENERAL LIGHTING # 12-1/2" 20 1 20 DISHWASHER # 12-1/2" 21 I 15 GFI RECEPTACLE # 14-1 /2" 22 1 20 GFCI SMALL APPLIANCE # 1 2-1/2" 21 1 15 GFI RECEPTACLE # 14= I /2" 22 I 20 GFCI SMALL APPLIANCE # 12-1 /2" 23 1 15 GFI RECEPTACLE # 14-1/2" 24 I 2O GFCI SMALL APPLIANCE # 12- i!2" 23 1 15 GFI RECEPTACLE # 14-1 /2" 24 1 20 GFCI SMALL APPLIANCE # 12- i /2" I # 14- I /2" 25 15 PROTr ED CIRCUITS 27 1 15 Pbr-L)KOOM #2ROTECTED CIRCUITS # 14-1 /2" 26 I �' 20 BATH GFCI CIRCUITS #I2-1/2 AST CTBD ROO? FAULT ITS # 14-1 /2" 28 i 15 MASTER Ip '25 I # 14-1/2" 15 PROTECTED CIRCUITS 27 1 15 PROTECTED CIRCUITS # 14-1/2" 2G I 20 BATH GFCI CIRCUITS #12-I/2' 28 I 1 5 P OT ER BEDROOM FAULT # 14-1/2° 29 I 20 HALF BATH GFCI CIRCUITS # 1 2-1/2" 30 1 20 GENERAL LIGHTING # 12-1/2" 29 1 2O HALF BATH GFCI CIRCUITS # 12-112" 30 _j---'20, GENERAL LIGHTING # 12-1/2" KW REMAIN @ 40% _ 9,000 WATTS 31 1 15 # 14-112" PROTECTED CIRCUITS 32 1 20 GENERAL LIGHTING # 12-112" 3 I 1 1 5 PROTECTED CIRCUITS ARC FAULT # (4- I /2" 32 I 20 GENERAL LIGHTING # 12- I /2" PANEL "B" TOTAL LOAD 9,000 WATTS 33 I 2O GENERAL LIGHTING # 12-112" 34 I 20 GENERAL LIGHTING # 12-1/2" 33 i 20 GENERAL LIGHTING # 12-1/2" 34 I 2O GENERAL LIGHTING # 12-1/2" TOTAL LOAD DEMAND 9,000 WATTS / 240 VOLTS = 37.5 AMPS 35 1 20 GENERAL LIGHTING # 12- I /2" 3G 35 1 2p GENERAL LIGHTING # 12-112" 3G 37 I 20 EXTERIOR LIGHTING # 12-112" 38 37 1 20 EXTERIOR LIGHTING # 12-1/2" 38 39 40 39 40 TOTAL LOAD DEMAND (PANEL "A"+"B")= 29,875 WATTS + 29,875 WATTS + 9 000 WATTS = 68,750 G8,750 WATTS i 240voLT5 = 286.5 AMPS PANEL "C" GO AMP5. WATT5 PANEL LOAD CALCULATION PANEL LOAD CALCULATION 3 WATTS X 854 5F = 2,562 WATTS 2- S. APPLIANCE = 3,000 WATTS - REFRIKATOR = 1,500 WATTS - DISPOSAL = 1,500 WATTS - MICROWAVE = 1,500 WATTS I - RANGE = 8,000 WATTS 2 -BATH CIRCUITS = 3,000 WATTS 2- OUTSIDE GFCI CIRCUIT = 3,000 WATTS I - DISHWASHER = 1,500 WATTS I - TANK LESS WATER HEATER = 18,000 WATTS I -DRYER = 5,000 WATTS I - WASHER = 1 ,500 WATTS I -LAUNDRY REC. = 1,500 WATTS 3 WATTS X 854 51' = 2,562 WATTS 2- S. APPLIANCE = 3,000 WATTS I - REP KIKATOR _ = 1,500 WATTS I - DISPOSAL = 1,500 WATTS I - MICROWAVE = 1,500 WATTS I - RANGE = 8,000 WATTS 2- BATH CIRCUITS = 3,000 WATTS 2- OUTSIDE GFCI CIRCUIT = 3,000 WATTS i - DISHWASHER = 1,500 WATTS I - TANK LE55 WATER HEATER = 18,000 WATTS I -DRYER = 5,000 WATTS I - WASHER = 1 ,500 WATTS i -LAUNDRY REG. = 1,500 WATTS Residential Lighting: 75% of lights must be Hlgh Efficacy lamps. HI h effiaenc amp5 Include compact fluorescent lam s, T-8 or smaller diameter linear g - Y p p p lamps, or lamps with a minimum efficacy of: 1 . GO lumens per watt for lamps over 40 watts, 2. 50 lumens per watt for lamps over 15 watts to 40 watts, and 3. 40 lumens per watt for lamps 15 watts or less fluorescent TOTAL CONNECTED LOAD = 51,5G2 WATTS TOTAL CONNECTED LOAD = 51,5G2 WATTS FIRST KW REMAIN @ 100% = 10,000 WATTS KW REMAIN @ 40% = I G,G25 WATTS FIRST KW REMAIN @ 100% = 10,000 WATTS KW REMAIN @ 40% - = I G,G25 WATTS A.H.U. H. STRIP @ G5% = 3,250 WATTS A.H.U. H. STRIP @ G5% = 3,250 WATTS PANEL TOTAL LOAD = 29,875 WATTS PANEL TOTAL LOAD = 29,875 WATTS TOTAL LOAD DEMAND 29,875 WATTS / 240 VOLTS = 124.5 AMPS TOTAL LOAD DEMAND 29,875 WATTS / 240 VOLTS = 1 24.5 AMPS PANEL 150 AMPS. PANEL 150 AMPS. Ln m U I LU _ O W Q_ z O l..L_ J i - O LLJ n QD W VILLJ z L� 27'-8" 27'-5" SHOWERP _.._.._.. 4.. VC PIPE _.._.._.._. _.._.._.._.._.._..- .4" PVC PIPE _ 4" PVC PIPE n - 7• n. CONNECT' %2"0 I j /' /' EWAGE 5Y5 i V2„ W� A/C #1 A/C #2 SINK %2"0 i i �� I> LAV N i i LAV I V2"Qf I m• n' i " /2"O /2 IV2"0 C.O.m V2"O I! %2"0 1 i . / I C j C. �. �,`�@. V2'O TOILET 1 j i G�. \ V2"!� I i SINK I i �L..�V2"0 2"0 /2O` 0/„. I 1 1 •h G. `3/4"0 c \ J,/ F ---------- ----- ------ --- ---- REFi v _ _, L 1 l 3 E L. �!/ TANK LE55 �) 6'-5" G'-5 SHOWER WATER HEATER cGL• `/�0 C� m ., I I %z"(d �n LAV /� ��� \�`\ l 5'-4" 00 00 i I V211 (UNIT Jf2),c3\,g MASTER � I V2110 STO E STOVE TOILET ';r2'm �'=�c� _.. KIT HEN �� Oo KITCHEN 12'-,5” MASTER BEDRO 2°PVC PIP PVC PIPE €DROOM %z'�J�� \ �l/\2 ! 12'-4"/ �: _ I �: �12'-4" . �\3 WASHER Uj _ 4 0 2G GA. FNT PIPE ��1� �\ �2110leiFL %z"0 �\ 8-8 / vI PANTRY HOOD VROOFCAP Ll ENT U PANTRY \IZ I i , / m MICROWAVE EXHAUST FAN \ ?11 PVC I TO BE USE �� l LAV : ��� I I VENT l 2.. PV �i12/'0 w ,W VENT %z"�� , '�12� c(0 BACK - .. I /2 m >* TANK LESS i �' (,• FLOW TOILET j ! �� .\ �� WATER HEATER WASHER I 11 %2"� 0 3/4" PVC / _\ 3/4" PVC 0 4- H D fT A/H DRAIN _ SUBMETER ' ... >,, , 1 Lu 30- 101 .�y �,• I i GREAT ROOM GREAT ROOM 2, 'PVC o- .. gin. �• -0 2" PV .0 \�\ �,2� VENT —� 4'-6" ( I m) 4'-G" �_ VENT \�2cl� T.L. I FLOOR ELEV. FLOOR ELEV. ( /-T. L. W/11 o' -o" 0'-0" W/H BACK FLOW FASH3 R DRYER DRYER W SHE ..\ C 0 2' PVC 2" PVC SUBMETER VENT ..... VENT 4"0 2G GA. RIGID PIPE DRYER VENT UP TO 4"0 26 GA. RIGID PIPE - DRYER VENT UP TO ROOF CAP ROOF CAP WATFR R15ER DIAGRAM zl� 14 -0 - FLOOR ELEV. FLOOR ELEV. EDROOM #2 12'-4" .. B1fE1R0M I ,����77f1111111\1��� > lu !L/ Q Qw I0 W O (17 �LL- W U Lu () LUQ Lu O 0 � �O II N � (n� o v - r> V J x t Qk z c� ry O ~ JO L Z < Lu p�� OC ILi D itO w z z�� MO W O� m �w U Ng J PLUMBING PLA -' -' 2' PVC N d O /Q VENT. SCALE: 1/4" = I ' - 0" W \C.O. 2" PVC VENT. LuO (V LL >z-- / 3" PVC PIPE 3" PVC PIPE 2.Q�� /'/o I'C TUB / ADMITTANCE CE� 2,0� . I Q\PVC 1 ��LAVVC O / VALVE 2� \ 11/VC V� �/'t�c 3"PVC ry �F ]TOILET 31PVC W TOILET W l.� %z" PVC Q\Q� \3„p�CA ( n / D.51NK DW Q�G • \PF `L/ \ 3 PVC PIPE . 3.. PVC PIPE / 2” PVC \Q� ADMITTANCE CE ( \ t VENT. Q�� VALVE IV21, 51NKC i \ � \ a ui DW - \3 WASHER 2" PVC 2 PIPE � // \C.O. 2" PVC_ PIPE (UNIT gi) PLUMBING R15fK DIAGNA� 2" PVC CP VENT. / PVC �QfV2' ENT. (N/ /L21, AV VC Q. WASHER 2` PVC 3 VENT. \3.,P� -' PIPE ° N PpF TOILET V \pF el -mail: spremservlces@gmall.com `( Project Sheet P,pLC >� I%z' PVC / LUQ (z' 4 r> V J x t Qk 1EM 5ervlce5, LLC. Drawn by: 51lvla Fabra Cell: (56 1) 512-4G21 PpF TOILET V \pF el -mail: spremservlces@gmall.com `( Project Sheet P,pLC >� I%z' PVC / 39 P5F 39 P5F C.U.- 4 HURRICANE C.U:- 4 HURRICANE STRAPS W/ TAPCON 3 5.5 "x3 5.5" 3 5.5 "x3 5.5" STRAPS W/ TAPCON SCREWS INTO SCREWS INTO 4" THICK SLAB A/C #1 A/C #2 4" THICK SLAB 3'-4" i 3,-4„ lo 3._4.. MASTER EF.Fi MASTER BEDROOM i ------------- tKIIT ---------------J B E D R O O M 12x8 KITCHEN 00 CHEN 12x8 ' \1 190 CFM + Io O 5TOxE 1 oI + 190 CFM U x8+8"0 195 CFM 95 CFM 8„O4” GA. RIGID P E190 CFM 1 190 CFM I0 14 HOOD P TO ROOF CAP -- ROOF CAP 14x 14 - MICROWAVE EXHAUST PAN MICROWAVE EXHAUST FAN TO BE USE TO BE USE 1 2" 2"0 50 COME ( #H #� I 50 COME U EF �� u 4 8 l ) 2G M i 2 FM AT TTIC u �J 2"0 "0 SMA AT ATTIC \\\ / 3G'- I O"3"0 / A 50 CM -- _50 C1F EF Sx15 1SxI EF I CFM I 188 CFM _ 188 CFM 431 C I4 8 M 8� GREAT ROOM GREAT ROOM 80 M ,H C-@ It i) ## jk FLOOR ELEV. FLOOR ELEV. WA5HE DRYER 0' O° 0'-0" DRYER ASHER .... 12"0 12"0 2x8 12x8 90 CFM - _ _ 190 CFM - 4"0 26 GA. RIGID PIPE 190 CFM 190 CFM 4"0 2G GA. RIGID PIPE DRYER VENT UP TO 14x 14 14x 14 DRYER VENT UP TO ROOF CAP ROOF CAP FLOOR ELEV. FLOOR ELEV. - .......... ........... 1 I --- t 1 1 / _ BEDROOM #2 BEDROOM #2 12' 55-4" MFICHANICAL F SCALE: 1/4" = 1 ' — 0" 13'-4" — PROJECT DATA: LIVING AREA UNIT #1: 854.0 5QFT. COVERED PORCH UNIT # 1: 42.0 5QFT. LIVING AREA UNIT #2 854.0 5QFT. COVERED PORCH UNIT #2 42.0 SQFT. DUPLEX BUILDING AREA: 1,792.0 SQPT. 4 CARS GARAGE BUILDING 924.0 SQFT. TOTAL AREA: 2,716.0 SQFT. SPLIT SYSTEM EQU I PM ENT SCN EDU LE CONDENSING UNIT MAN. * MODEL # N.TONS CAP STAGES SEER REFRIG LIQ/5UCT VOLT/PHA5E TRANS: 4TTK4025L 1 2.0 1 1 G 410-A 3/4-3/6 208/230/1 Q AIR HANDLER MAN. * MODEL # TC (BTUH) SC (BTUH) TOTAL CFM ESP ("W.G.) HEATER KW VOLT/PHA5E TRANS: TEMGAOB24H2 1 24.000 18.000 800 .5 5.0 208/240-1 NOTE: ALL NEW EQUIPMENT A5 SPECIFIED OR EQUAL EXT. WALL NOTE:. THERE CAN BE NO OVERHANG OR 0155TRUCTION(5) TO AIR FLOW DIRECTLY ABOVE CONDENSING UNIT. WEATHERPI D15CONNEC 4" GONG. SLAB TO EXTEND P OF 4" BEYOND UNIT ON MINIMI ABOVE LINE )R CREWS TO BASE OF UNIT AND ANCHORS (2),3G" x 2-3/4". HEX.- HEAD CONCRETE SCREWS A/C UNIT DETAIL ALLD INTO CONCRETE PAD. (TYPICAL SCALE: N.T.S. MECHANICAL N OTE5 1. A/C WILL BE IN COMPLIANCE TO F.M.C. 2014 AND LOCAL CODE5 * AMENDMENT5. 2. REF. LINES TO BE RAN THRU CEILING TO AC PAD 3. ALL DESCRIBED FLEX WILL BE A5 NOTED OR EQUIV. RIGID DUCTBOARD 4. ALL A.C. RIGID DUCT5 SHALL BE OF 1.5" R -G STANDARD DUTY FOIL REINFORCED FIBERGLASS 5. ALL FLEXIBLE DUCTS SHALL BE R -G G. 3/4" P.V.C. CONDEN5ATE TO BE RAN UNDERGROUND WITH A TERMINATION POINT I' MIN. FROM WALL 7. ALL A/H UNIT5 5HALL HAVE A DRAIN PAN W/ AN OVERFLOW SHUTOFF SWITCH 8. LOCATION OF ANY MECH EQUIP NOT DIMEN51ONED ON PLAN5 CAN NOT BE SCALED FROM PLANS BUT MUST BE CONFIRMED BY OWNER 9. ALL EXHAUST DUCTS SHALL BE GALVANIZED METAL WITH SEALED 5EAM5 AND JOI NT5. W U In O w t17 %,,�����-.....� • ,,,:moo z 011#111111101\ Lu0 N Q W �a-7 Lu N LU-j W U In O w t17 c� Lu O N �u E U _ -w- `— O N z �z z L W 02 w) �LuU Lu Ng PROJECT DATA: No LIVING AREA UNIT # 1: 854.0 SQFT. COVERED PORCH UNIT # 1: 42.0 5QFT. LIVING AREA UNIT #2: 854.0 5QFT. COVERED PORCH UNIT #2: 42.0 5QFT. DUPLEX BUILDING AREA: 1,792.0 SQFT. 4 CARS GARAGE BUILDING 924.0 SQfT. TOTAL AREA: 2,716.0 SQFT. 43'-4" 5'-8" 101-811- 43'-4" 0'-8"-43'-4" — EXTERIOR DOOR 5CHEDULE No QT' LOCATION ROUGH OPENING t TYPE PRESSURE + 1 _ 1 2 GARAGE 9'-O"x7'-0" ARAE DOOR CT 76.73 1102.G7 2 2 10' 9'-0"x7-0" GARAGE DOOR IMPACT 10' 3 2 GREAT ROOM I o' 50LID DOOR I M PACT 10' 4 2 KITCHEN 3'-O"x6'-8" SWINGING DOOR IMPACT GLASS 76.73 } 83.20 INTERIOR DOOR SCHEDULE 5 4 BEDROOM #2 AIC CLOSET (2)2'-0"x6'-8" 15 -FOLD DOOR NIA 6 6 ALL BEDROOMS BATHROOMS 2'-8"x6'-8" I HR. F.R.C.M.U. W/ %2" METAL FURRING or 2x2 N/A 7 I HR. F.R. C.M.U. W/ %2" METAL FURRING or 2x2 j HALF BATHROOM I HR. F.R. C.M.U. W/ %2" METAL FURRING or 2x2 SWINGING DOOR N/A I HR. F.R. C.M.U. W/ %2" METAL FURRING or 2x2 2 - (2)2'-6"x6'-8" P.T BORATE AND 5/8" TYPE "X" GYPSUM WALL BOARD. - 9 P.T BORATE AND 5/8" TYPE "X" GYPSUM WALL BOARD. PANTRY P.T BORATE AND 5/8" TYPE "X" GYPSUM WALL BOARD. B -FOLD DOOR N/A P.T BORATE AND 5i8" TYPE "X" GYPSUM WALL BOARD. 2 MASTER BEDROOM I' -10"1'-10"I'-10" I .......... TYP. ALUMINUM WINDOW JAMB AND L 1 i V4`TAPCONS 2h"MIN. EMBED. SLIDING GLS. DR. JAMB 4° FROM END AND 1 2"O.C. U 3'-2" QQ WINDOW v 3.21, QQ _ � _ v 3'-2" r QU i SCALE: N.T.S. _-- UN v 3' 2" QU 20' 20' 20' _ _ 20' fRW - 5.2 -- FRW 5.2 FRW 5.2 - -- ONE CAR GARAGE ONE CAR GARAGE ONE CAR GARAGE ONE CAR GARAGE (UNIT- ) FLOOR ELEV. - FLOOR ELEV. __ FLOOR ELEV. __ -O'-6" FLOOR ELEV. _ -O'-6" O lu ui p tu p i I 0 _ / I L- 10 L- t ��<_ L-1 O L-1 O 5'-8" 101-811- 43'-4" 0'-8"-43'-4" — EXTERIOR DOOR 5CHEDULE No QT' LOCATION ROUGH OPENING t TYPE PRESSURE + 1 _ 1 2 GARAGE 9'-O"x7'-0" ARAE DOOR CT 76.73 1102.G7 2 2 GARAGE 9'-0"x7-0" GARAGE DOOR IMPACT 76.73 83.20 3 2 GREAT ROOM 3'-O"x6'-8" 50LID DOOR I M PACT 76.73 9 83.20 4 2 KITCHEN 3'-O"x6'-8" SWINGING DOOR IMPACT GLASS 76.73 } 83.20 INTERIOR DOOR SCHEDULE 5 4 BEDROOM #2 AIC CLOSET (2)2'-0"x6'-8" 15 -FOLD DOOR NIA 6 6 ALL BEDROOMS BATHROOMS 2'-8"x6'-8" SWINGING DOOR N/A 7 2 HALF BATHROOM 21-0"x6'-8" SWINGING DOOR N/A �j 2 LAUNDRY CLOSET (2)2'-6"x6'-8" B -FOLD DOOR NIA 9 2 PANTRY 2'-O"x6'-8" B -FOLD DOOR N/A 10 2 MASTER BEDROOM (2)3'-0"x6'-8" B -FOLD DOOR NIA • 5'-8" 2 I '-4" 15'-2" 36'-10" L 1 P-4" 13'-4" PROPOSED PLAN VIEW WINDOW SCHEDULE 27-6- QT' 39 P5F CALL SIZEWIDTH C.U.- 4 HURRICANE STRAPS W/TAPCON35 TYPE PRESSURE 511X3 SCREWS INTO 4" THICK SLAB" ASC _ A 6 GREAT ROOM ALL BEDROOMS 5H-35 L 1 P-4" 13'-4" PROPOSED PLAN VIEW WINDOW SCHEDULE No QT' LOCATION CALL SIZEWIDTH SIZE I TYPE PRESSURE tri HIGH @ DOORS _ A 6 GREAT ROOM ALL BEDROOMS 5H-35 54" 63-3/4" SINGLE HUNG IMPACT GLA55 76.73 83.20 Pj 2 BATHROOM 5H -H32 26 1/2" 23-3/8" HUNG WALEGLASS 76'73 83.20 I HR. F.R. C.M.U. W/ I %211 METAL FURRING or 2x2 P.T BORATE AND 5/8" TYPE "X" GYPSUM WALL BOARD. 10' -7E TYPICAL FIRE RATING C.M.U.WALL DETAIL SCALE: N.T.S. 7 27'-8" C.U.- 4 HURRICANE /—STRAPS W/ TAPCON SCREWS INTO 4" THICK SLAB 3'-4" T.B.B. ELEV. 81.011 Y 6'-8" L-5 13'-4" No. RCV151on/155ue Date 211-b" SCALE: N.T.S. 1/4" CONTINUOUS \\\\urnlilurrrr L ('0 � x BEAD OF CAULK I 1 /2" \ tri BEHIND BUCK. (2 3/4" @ DOORS N (n -LI lu DL C M. WALL D ; w N �� v D EXTERIOR.SIDE INTERIOR SIDE o m D p p Qlu (f) = p N Z z 0 QD — �/ R g << a z_ 1 "x 4" BORATE BUCK 1 /2"DRYWALL I N 6"PT BORATE BUCK OR 2"x 6"PT BORATE BUCK 0 � �"MAX. C.M.0 WALL f (PER PRODUCT APPROVAL) Lu N I!4° - ( -� DOOR MOULDING STUCC W W Z � DOOR ANCHORS PER c� W CAULK PRODUCT APPROVAL CAULK Ngo I /2" DRYWALL • /' 4%2" DOOR WOOD FRAME WINDOW ED BFRAME 1 °X4" BUCK CASE AROUND I TAPCON@GG., c TAPCON TH U100 TO CONCRETE ACCORDING TO BRICK MOULDING FOR WINDOWS USE BORATE OR P.T. TYPE CCA O PRODUCT APPROVAL. STUCCO I "X6" BUCK FOR DOORS USE BORATE OR P.T. TYPE CCA TYP. ALUMINUM WINDOW JAMB AND L 1 i V4`TAPCONS 2h"MIN. EMBED. SLIDING GLS. DR. JAMB 4° FROM END AND 1 2"O.C. WINDOW ANCHOR DETAIL DOOR ANCHOR DETAIL SCALE: N.T.S. SCALE: N.T.S. 10' -7E TYPICAL FIRE RATING C.M.U.WALL DETAIL SCALE: N.T.S. 7 27'-8" C.U.- 4 HURRICANE /—STRAPS W/ TAPCON SCREWS INTO 4" THICK SLAB 3'-4" T.B.B. ELEV. 81.011 Y 6'-8" L-5 13'-4" No. RCV151on/155ue Date 211-b" SCALE: N.T.S. W _ \\\\urnlilurrrr L ('0 � x LO \ CO \ tri is J N (n -LI - ' '•.......... DL W U � x o ry W L O W J N (n (� Lu z O U N �� v J <C 0 m D N Q 6' (f) = p N Z z 0 QD — �/ R W (D Q 0 q) ° CC Lu N Lu W W Z � Z W c� W O \—/ m �M w U Ngo m � x o Q W z J N ULL- LLQ z X X J <C 0 U CD iy W lL D— z 0 �/ R W (D z i- 0 < L/ ° CC W 0 z � x o W z J N X X E SMOKE ALARMS NOTE: PER FBC 2014 (SECTION R314.3), SMKE ALARMS SHALL BE LOCATED AS REQUIRED FOREW DWELLINGS. ALL EXISTING AND NEW SMOKE ALARMSHALL BE INTERCONNECTED AND HARD -WIRED AREQUIRED FOR NEW DWELLINGS. CARBON MONOXIDE ALARMS NOTE: PER FBC 2014 (SECTION R315. 1), OMATIONAL CARBON MONOXIDE ALARMS SHALL E INSTALLED WITHIN 10 FT. OF EACH ROOM USED`OR SLEEPING PURPOSES. Arc -Fault Circuit -Interrupter Protection, Dwelling Units. All 120 -volt, 5mgle phase, 15- and 20 -ampere branch circuits supplying outlets Installed in dwelling unit family rooms, dining rooma, living rooms, parlors, libraries, dens, bedrooms, 5unroom5, recreation rooms, closets, hallways, or 51mllar rooms or areas shall be protected by a listed arc -fault circuit Interrupter, combination -type, Installed to provide protection of the branch circuit. PROJECT DATA: MAIN 150 AMPS (200 AMPS.) VOLTAGE 120/240 LIVING AREA UNIT # 1: 854.0 5QFT. COVERED PORCH UNIT # 1: 42.0 5QFT. LIVING AREA UNIT #2: 854.0 5QFT. COVERED PORCH UNIT #2: 42.0 5QFT. DUPLEX BUILDING AREA: 1,792.0 5QFT. 4 CARS GARAGE BUILDING 924.0 5QFT. TOTAL AREA: 2,71 G.0 5QFT. IIIIIIIIIIINW-1 43=4' ELECTRICAL -Contractor shall verify with Florida Power * Llcght (FPL) the location of service and shall locate meter and panel a5 required, verify all conductors and breakers with equipment manufacturers' Specifications, coordinate raceway m5tallation5 with other trades prior to construction. All branch circuits in raceway or non-metallic Sheathed cable. FTY,i ER METER 50 AMPS DISC. NIT# 1) 36'-1 O" 3"0 MER METER 50 CN 150 AMPS .. D15C. UNIT#2) MER METER 60 AMPS :. DI5C. ARAGE) ) AMPS PANEL 2T-8" 39 PSF C.U.- 4 HURRICANE STRAPS W/TAPCON 35.5"x35.5" SCREtr INTO A/C # 1 4" THICK SLAB1 t 7 ELECTRICAL FLAN SCALE: 3/1 G" = P - 0" 12' 55'-4" i "x3 5.5 ° 5TRAP5 WI TAPCON VC #2 4SCREWS INTO " THICK STAB Jam/ 3 14. 13'-4" LOCATION SEE ELECTRICAL PLAN PANEL UNIT # 1 MOUNTING FLUSH MAIN 150 AMPS (200 AMPS.) VOLTAGE 120/240 ELECTRICAL LOAD CALCULATION LOCATION SEE ELECTRICAL PLAN MAIN 150 AMPS MOUNTING FLUSH PANEL UNIT # 1 (200 AMPS.) VOLTAGE 1 20/240 LOCATION SEE ELECTRICAL PLAN MAIN 60 AMPS MOUNTING FLUSH PANEL 11811 (60 AMPS.) VOLTAGE 120/240 CKT. POLE DESCRIPTION WIRE TRIP CONDUIT CKT POLE TRIP DESCRIPTION * CONDUITTRIP CONDUIT CST.POLE DESCRIPTION WIRE CONDUIT CKT. POLE TRIP DESCRIPTION WIRE CONDUIT CKT . 3 POLE DESCRIPTION TRIP WIRE CONDUIT CKT. POLE TRIP DESCRIPTION WIRE CONDUIT I 2 4O TANK LESS WATER HEATER #8-1 " 2 60 A.H.U. #8- I " 1 2 40 TANK LE55 WATER HEATER #8-1" 2 60 A.H.U. #8-1 " 1 2 20 IRRIGATION PUMP # 1 2- I /2" 2 I 20 EXTERIOR LIGHTING # 12- I /2" 3 4J �J � D z J 4 J _ =O 3 J ` - J Q LL 4 '� z �C/ ~ 5 2 40 TANK LESS WATER HEATER #8- I " G 2 30 DRYER # 10-3/4" 5 2 40 TANK LESS WATER HEATER #8-1 " G 2 30 DRYER # 10-3/4" 5 1 2O GARAGE GFCI RECPET. # 12-112" 6 1 201 GARAGE DOOR GFCI CIRC. # 12-112" 7 '5 J 7 8 7 I 2O GARAGE GFCI RECPET. # 12-1/2" 8 I 1 20 GARAGE DOOR GFCI CIRC. # 12-112" 9 1 0 WASHER # 12-1/2" 10 2 50,1 STOVE #6- I " 9 I p WASHER # 12-1/2" 10 2 501 STOVE #6-1 " 9 1 2O GARAGE GFCI RECPET. # 12-1/2" 1 O I 20 GARAGE DOOR GFCI CIRC. # 12- I /2 " 1 1 12 I I 12 1 I 1 20 GARAGE GFCI RECPET. # 12-1/2" 12 I 20 GARAGE DOOR GFCI CIRC. # 12-112" 13 1 20 LAUNDRY RECEPACLE # 12-112" 14 i 20 MICROWAVE # 12-112" 13 1 20 LAUNDRY RECEPACLE # 12- I /2" 14 I 20 MICROWAVE 13 1 20 GARAGE LIGATING # 12- I /2" 14 1 20 GARAGE LIGHTING # 12- 15 1 20 SMALL APPLIANCE # 12-1/2" I G 1 20 DISPOSAL # 12-1/2" 15 I 20 SMALL APPLIANCE # 12-1/2" 1 6 1 20 DISPOSAL # 12-1/2" 4- GARAGE GFCI CIRCUIT = 6,000 WATTS 4- GARAGE DOOR GFCI CIR. = 6,000 WATTS 2- GARAGE LIGHTING = 3,000 WATTS I -OUTSIDE LIGHTING 1- IRRIGATION PUMP = 1,500 WATTS I -WATER PUMP = 1 ,500 WATTS 2- OUTSIDE GFCI CIRCUIT = 3,000 WATTS 17 I 20 SMALL APPLIANCE # 12-1/2" 18 I 20 REFRIGERATOR # 12-1/2" 17 1 20 SMALL APPLIANCE # 12-1/2" 18 I REFRIGERATOR # 1 2-1 /2" 20 19 I 20 GENERAL LIGHTING # 12-112" 20 1 20 DISHWASHER # 12-112" 19 1 20 GENERAL LIGHTING # 12-1/2" 20 1 20 DISHWASHER # 12-112" 21 1 15 GFI RECEPTACLE # 14-1/2" 22 I 20 GFCI SMALL APPLIANCE # 12-1/21, 21 i 15 GFI RECEPTACLE # 14-1/2" 22 I 20 GFCI SMALL APPLIANCE # 12-1/2" 23 1 i 5 GFI RECEPTACLE # 14-112" 24 1 20 GFCI SMALL APPLIANCE # 12-1 /2" 23 1 15 GFI RECEPTACLE # 14-112" 24 1 20 GFCI SMALL APPLIANCE # 12-1/2' 2- GREAT5 1OOMPAU # 14-112 15 PROTECTED CIRCUIT5 26 1 ,� 20 BATH GFCI CIRCUITS # 1 2- i/2 25 I 15 PROTECTED CIRCUITS # 14- I /2" 26 1 20 BATH GFCI CIRCUITS # t 2 -lit" 27 1 # 14-112" 1 5 PROTECTED CIRCUITS 28 I MASTER BEDROOM FAULT 15 PROTECTED CIRCUITS # 14-1/2' 27 1 15 PDLUKC)UM #2 ROTECTED CIRCUITS # 14- I /2 28 1 15 PROTECTED ROOM 5 ULT # 14-1/2" TOTAL CONNECTED LOAD = 22,500 WATTS 29 I 20 HALF BATH GFCI CIRCUITS # 12-112" 30 1 20 GENERAL LIGHTING . # 12-112" 29 I 20 HALF BATH GFCI CIRCUITS # 12-1/2" 30 1 20 GENERAL LIGHTING # 12-112" KW REMAIN @ 40% = 9,000 WATTS 31 I 15 PROTECTED CIRCUITS # i 4-112 32 1 20 GENERAL LIGHTING # 12-1/2" ULT 3 I I 15 PROTECTED CIRCUITS # 14-1/2" 32 1 20 GENERAL LIGHTING # 12-112" PANEL "B" TOTAL LOAD = 9,000 WATTS 33 I 20 GENERAL LIGHTING # 12-1/2" 34 1 20 GENERAL LIGHTING # 12-1/2" 33 I 20 GENERAL LIGHTING # 12-1/2" 34 1 20 GENERAL LIGHTING # 12-112" TOTAL LOAD DEMAND 9,000 WATTS / 240 VOLTS = 385 AMPS 35 I 20 GENERAL LIGHTING # 12-112° 3G 35 1 20 GENERAL LIGHTING # 12- I /2" 3G 37 1 20 EXTERIOR LIGHTING # 12-112" 38 37 I 20 EXTERIOR LIGHTING # 12-112" 38 39 40 39 40 TOTAL LOAD DEMAND (PANEL "A"+"B")= 35,334 WATTS + 8,400 WATTS = 43,734 WATTS 43,734 WATTS 240 VOLTS = 182 AMPS PANEL "C" GO AMPS. PANEL LOAD CALCULATION PANEL LOAD CALCULATION 3 WATTS X 854 SF = 2,562 WATTS 2- S. APPLIANCE = 3,000 WATTS I - REFRIRATOR = 1,500 WATTS I - DISPOSAL = 1,500 WATTS I - MICROWAVE = 1,500 WATTS I - RANGE = 8,000 WATTS 2- BATH CIRCUITS = 3,000 WATTS 2- OUTSIDE GFCI CIRCUIT = 3,000 WATTS I - DISHWASHER = 1,500 WATTS I - TANK LE55 WATER HEATER = 18,000 WATTS I - DRYER = 5,000 WATTS I- WASHER = 1,500 WATTS - LAUNDRY PEC. = 1,500 WATTS 3 WATTS X 854 5F = 2,562 WATTS 2- S. APPLIANCE = 3,000 WATTS I - REPRIRATOR = 1,500 WATTS I - DISPOSAL = 1,500 WATTS I - MICROWAVE = 1,500 WATTS I - RANGE = 8,000 WATTS 2- BATH CIRCUITS = 3,000 WATTS 2- OUTSIDE GFCI CIRCUIT = 3,000 WATTS I - D15HWA5HER = 1,500 WATTS I - TANK LESS WATER HEATER = 1 8,000 WATTS I - DRYER = 5,000 WATTS I- WASHER = 1,500 WATTS I - LAUNDRY REC. = 1,500 WATTS Residential LI htin 75% of II lits must be HI h Efficacy lam s. 9 9: 9 9 y p 5, HI h -efficient amp5 include compact fluorescent lam s, T-8 or smaller diameter linear 9 y p p lamp lamps, or lamps with a minimum efficacy of: 1 . GO lumens per watt for lamps over 40 watts, 2. 50 lumens per watt for lamps over 15 watts to 40 watts, and 3. 40 lumens per watt for lamps 15 watts or less fluorescent TOTAL CONNECTED LOAD = 51,5G2 WATTS TOTAL CONNECTED LOAD = 51,5G2 WATTS FIRST KW REMAIN @ 100% = 10,000 WATTS KW REMAIN @ 40% = 16,625 WATTS FIRST KW REMAIN @ 100% = 10,000 WATTS KW REMAIN @ 40% = 16,625 WATTS A.H.U. H. STRIP@ 100% = 5,000 WATTS A.H.U. H. STRIP 100% = 5,000 WATTS @ PANEL TOTAL LOAD = 3 I,625 WATTS PANEL TOTAL LOAD = 31 ,625 WATTS TOTAL LOAD DEMAND 3 I,625 WATTS / 240 VOLTS = 132 AMPS TOTAL LOAD DEMAND 3 I,625 WATTS / 240 VOLTS = 132 AMPS PANEL 150 AMPS. PANEL 150 AMPS. E 3,O 36'-1O" ) CMF i GENERAL ELECTRICAL NOTES: 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 201 1 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERROR5 OR DISCREPANCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. WIRE SIZE SHALL BE # 12 * # 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE NOTED. G. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"- x 8' GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7. ALL 120V. I PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (G.F.I.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.F.I.) IN LIEU OF (G.P.I.) BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" A.F.F. 9. ALL RECEPTACLES TO BE TAMPER-RESISTANT RECEPTACLES (NEC 406. 1 1) AREA 125 REQUIRED I1 5 ANDL20 AMPS RECEPTTACLESSUNLE55 SPECIFIED IN SE SPECIFIED. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE M05T BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 1 1. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERW15E SPECIFIED. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 13. LIGHTING FIXTURES SHALL BE SELECTED BY OWNER * CONTRACTOR INSTALLED 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURER'5 RECOMMENDATIONS AND LISTING. 15. ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS OTHERWISE SPECIFIED. I G. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 17. THE ELECTRICAL CONTRACTOR 15 TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 18. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT I CFM/5F OF VENTILATED FLOOR AREA. 19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 20. ELECTRICAL CONTRACTOR 15 TO COORDINATE ALL SERVICE REQUIR- MENT5 WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS 15 IN THE BID. 2 1. PROVIDE PRE -WIRED T.V. OUTLETS (FOR CABLE OR ANTENNA IN ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. 22. ELECTRIC FIXTUPE5/TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 23. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. 24. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/ OWNER) 25. STEREO PRE -WIRE, 5PEAKER5, UNIT, ETC. TO BE COORDINATED WITH AUDIOVISUAL CONSULTANT/COMPANY. (VERIFY W/ OWNER) 26. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. (VERIFY W/ OWNER) 27. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED). 28. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL. 29. REMOVE AND CAP OFF ELECTRICAL INSTALLATION ASSOCIATED WITH THE REMOVAL OF PARTITIONS AND CEILINGS. (IF REQUIRED) 30. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 3 1. ALL RECEPTACLE, SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DE517GNED DRAWINGS. EXI5T.5 CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING MUNICIPALITY DURING THE PERMITTING PROCESS. 32. ALL RECEPTACLES TO BE G' -O" O.C. FROM ALL OPENINGS, AND 12'-0" O.C. FROM RECPT. TO RECEPT., ALL RECEPT. 2' O.C. AT KITCHEN COUNTER 33. ELECTRICAL CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND CALC5. PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING ELECTRIC 5YM[3OL.5 W - SWITCH 3 3 WAY SWITCH m OUTLET GFCI GFCI OUTLET ® 240 VOLTS LIGHT OML MOTION LIGHT a TELEV15ION (� SMOKE DETECTOR EF E. FAN � CARBON MONOXIDE ALARM W W i o C. FAN ' t r ELECT. PANEL 150 AMP 150 AMP 120/240 V 120/240 V JOINT BOX W/ COPPER W/ COPPER :::�' WIRING WIRING UNIT #2 UNIT # I GARAGES UNIT # I UNIT #2 STANDARD STANDARD M 3 #2/0 IN 3 " RIGID GO A. BRK. DISC, 150 A. DIRK. DISC. CONDUIT STANDARD UNDERGROUND SERV. #G GROUND 3 #2/0 IN 2" RIGID CONDUIT 3 #2/0 IN 2" RIGID CONDUIT 1 #4 CU GROUNDING INTERSYSTEM ELEC. CONDUCTER BONDING 1 REQ. TO WATER PIPE TERMINATION P FOUND. STEEL Il GROUND2RODS MiN. f MIN. MIN. GRO/UBND RODS l; ELECTRICAL RISER DETAIL SCALE: N.T.S. \\\\`\tttttttfil111)rrrr� W - Ln del �� LL.I U m 0 L) U w U c� W 'll�rrrultln � W J LL 3/1 Gil Ln LL.I U m L) U w U c� _1 (� (� Lu O Z � � W W CV cn o rV Q.J �J � D z F _ =O m -0 ` - J Q LL '� z �C/ ~ > l� LLJ W W x x LL MU W O� m h■� w U N 3/1 Gil Ln m U _1 W O W W CL Oz rV Q.J �J � D z F u CL > r V1 x x 3/1 Gil NOTES: I . PLUMBING 15 ACORDING TO FLORIDA BUILDING CODE PLUMBING 2014 * LOCAL CODE AMENDMENTS. 2. GUARANTEE: THi COMPLETED IN5TALLATION 5HALL BE FULLY GUARANTEED AGAIN5T DEFECTIVE MATERIAL5 AND/OR IMPROFf-R WOKr\,MAN5HIF FOR MINIMUM OF ONE YEAR FOR MATERIAL5 AND LABOR. 3. PLUMBING FIXTURE5: FIXTURES 5IlALL BE A5 SPECIFIED AND 5HALL BE FURNI5HED AND IN5TALLED BY TH15 CONTRACTOR. FIXTURE5 5HALL BE COMPLETE WITH DRAIN5, TRAP5, 5UPPLIE5-AND ANY OTHER ACCE550RY REQU I RED. 4. MATERIAL5: A- 50IL, WASTE AND VENT, ANI? 5TORM: 5ANITAKY PIPE, PVC, 5CHEDULE 40. B- DOME5TIC WATER: PVC PIPE; TYPE L W/ SWEAT WROUGHT PVC FITTINGS. TYPE "M" IN CONCEALED 5PA:E5 15 ACCEPTABLE. 150LATE PIPING FROM CONCZETE W/ INSULATING MATERIAL. C- DOME5TIC WATER 5UPPLY A5EMBLY: CHROME FINI5H TUBING W/ ANGLE SHUT OFF VALVE5. 5. PIPING TEST: ALL 5ANITARY AND D0ME5TIC WATER 5UPPLY PIPING SHALL BE TESTED FOR LEAK5 BEFORE PIPING 15 CONCEALED OR CONNECTED TCEQUIPMENT AND PLUMBING FIXTURES. G. DOME5TIC WATER VALVE5 5HALL ff BRONZE BODY, SWEAT ENDS. 7. ALL OUTDOOR5 CLEAN OUT5 5HAIII BE TERMINATED UP TO GRADE AND 5HALL MARKED. 8. CONTRACTOR 5HALL COORDINATEEXACT LOCATION OF 5ANITAKY DOME5TIC WATER PIPING BEFORE 5TAKTING ANY WORK. 9. WATER HAMMER. THE FLOW VELOOTY OF THE WATER D15TRIBUTION 5Y5TEM 5HALL BE CONTROLLED TO REDUCE THE 1 0551BILITY OF WAT R HAMMER. WATER -HAMMER ARRE5TOR5 5HALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'5 I1\15TALLATION IN5TRUCTION5. WATER HAMMER ARRESTORS 5HALL CONFORM TO A55E 10 10. j -• IVIUMUWAVC GUTAUJI FMIN ml ii I;` ' f 2" PVC 854.0 5QFT. COVERED PORCH UNIT # 1 : 42.0 5QFT. LIVING AREA UNIT #2: 854.0 5QFT. TO BE USE 42.0 5QFT. DUPLEX BUILDING AREA: 1,792,0 5QFT. 4 CARS GARAGE BUILDING 924.0 5QFT. TOTAL AREA: 2,71 G.0 5QFT. 2 PVC �A \ ioF m U VENT U -i Q O CD ry n U -i 0- VENT C.� W z ry >- o 0 W V � z n• / r v LLJ > le'i x Q W z --i CV vJ 5' 5 3/4" PVC .. /_ —4—\ _ .. 3/4 P C NH RAIN A/ti D RAIN _. GREAT ROOM GREAT ROOM2 • " 21, PVC o- m. m! -0 PV VENT � i (UNIT_(UNIT 14) � VENT 4'-G" I 4'-G" .. T.L. FLOOR ELEV. __ FLOOR ELEV. T.L. W/H 0'-0" 0'-0" W/ti 3' 3' ;VASNR DRYER DRYER iN SHEII 5-4" 5 " 5' 17- .......... I 2" PV - cO ........_ 2" PVC VENT VENT 4"0 2G GA. RIGID PIPE - 4"0 2G GA. RIGID PIPE DRYER VENT UP TO DRYER VENT UP TO ROOF CAP ROOF CAP FLOOR ELEV FLOOR ELEV �EDROOM #2 12'-4" Q\e, Q�G . X 2" PVC 2" PVC T VENT. VENT. / \ �w w I %2" P/ N N . 2" PVC AIR JV LAV Q "I 2 PVC 11/I %z" PVC ADMITTANCE 2 2� " 2 \Q� LAV VALVE 3" PVC PIPE . _ 3" PVC PI\� P\VJC�4P Q p/ppt'C 3"PVC 3"PVC F \ITOILET TOILET / ID SINK DW QJGe\ems �C\/'F 3 Q G/ PVC PIPE _ . 3" PVC PIPE / Q�e_/ Q�? /2" PVC Ge\e� ADMITTANCE VALVE— VE I %2" PVC AIP(UNIT 14) \ \ VENT. D.51NK W L / DWWA5HER a \3 IN ' pip 2" FVC- PIPE VCPIPE C.O. 2/ \ 2" PVC_ PIPE 2" PVC \ / VENT. \op (/ JC'' a-- cp\ � 2a� \ "NT.PVC N fV2 E /\ I %z" PVC \ LAV 'u. WA5HER V NTC / \3 p �I PIPE C N ti Q2 pQkcl 3"PVC FJG TOILET \ v • �' 2� C.O. I /LA�jVC 2 \ 2 PVC `V QJG/ \1 .3 -PVC TOILETI Q VZ'e\e� 12' 55'- PLUMBING PLAN SCALE: 1/4" = 1 ' - 0" 14'-G" PROJECT DATA: LIVING AREA UNIT # 1 : 854.0 5QFT. COVERED PORCH UNIT # 1 : 42.0 5QFT. LIVING AREA UNIT #2: 854.0 5QFT. COVERED PORCH UNIT #2: 42.0 5QFT. DUPLEX BUILDING AREA: 1,792,0 5QFT. 4 CARS GARAGE BUILDING 924.0 5QFT. TOTAL AREA: 2,71 G.0 5QFT. In m Q � m U _.1 U -i Q O CD ry n U -i 0- z � C.� W z ry >- o 0 W V � z n• / r v LLJ > le'i x Q W z --i CV vJ 27-8" 27'-8" 39 P5F 39 P5F C.U.- 4 HURRICANE--\ C.U.- 4 HURRICANE 5TRAP5 W/ TAPCONi 35.5"x35.5" 35.5"x35.5° STRAPS W/ TAPCON SCREWS INTO SCREWS INTO 4" THICK SLAB A/C #1 A/C #2 4" THICK SLAB 3'-4" 3'-4" .� 3'-4" co 3'-4" 4. MASTEREF. _ MASTER ' REF BEDROOM i -------------- -------------- ' 1 BEDROOM 1 1 KITCHEN 00 o 1\ 190 CFM o ! SOT OE O V i of + 190 CFM v KITE If � EN 12x 12 12x12 � + 5"0'', 1 207 CFM! 207 CFM - 8 0 / 4. GA. RIGID P 190 CFM HOO TO NT 190 CFM 14x 14 ROOF CAP 14x 14 _......... MICROWAVE EXHAUST FAN TO BE USE 12" 2`0 3"0 #1 _ #2 3"0 50 CMFEF 50 CMF U W EF "0 QU �/ \�� Qv 3" 4 4 li 26 MIF j i� 2 FM 2°u lllh0 - 1 i _ _.._ AT ATTIC I AT ATTIC 36 10" 36'-10" 3"0 $A M 3"0 M 0 CMF 50 CM EF 8x 18 12x8 12x8 18x I EF I CFM I 188 CFM 188 CFM I 43 I C I 0, 1 114 CFM GREAT ROOM GREAT ROOM 4x8 /H I CFM _._ _r1h FLOOR If FLOOR ELEV. ; WASHE DRYER O'-0" 0'-0" DRYER ASHER ..... I2xI2 I x 1 2 CO 241 CFM 241 CFM _...._ 26 GA. RIGID PIPE x 4"0- 2 " x 4"0 2G GA. RIGID PIPE l CFM DRYER VENT UP TO DRYER VENT UP TO 241 CFM re ROOF CAP ROOF CAP - FLOOR ELEV. FLOOR ELEV. .. ........_. 1 - y 1 i s BEDROOM #2 I 13'-4" 8'-4" 12' 55'-4" MECHANICAL P SCALE: I /4" = it - O" 1 i BEDROOM#2 PROJECT DATA: LIVING AREA UNIT # 1,: 854.0 50FT. COVERED PORCH UNIT # 1 : 42.0 5QFT. LIVING AREA UNIT #2: 854.0 5QFT. COVERED PORCH UNIT #2: 42.0 5QFT. DUPLEX BUILDING AREA: 1,792.0 5QFT. 4 CARS GARAGE BUILDING 924.0 5QFT. TOTAL AREA: 2,71 G.0 5QFT. SPLIT SYSTEM EQUIPMENT 5CN EDU LE CONDEN51NG UNIT MAN. * MODEL # N.TON5 CAP 5TAGE5 SEER REFRIG LIQ/5UCT VOLT/PHASE TRANS 4TTR4025L 1 2.0 1 IG 410-A 3/8-7/8 208/230/1 Q AIR HANDLER MAN. * MODEL # TC (BTUH) 5C (BTUH) TOTAL CFM ESP ("W.G.) HEATER KW VOLT/PHASE TRANS: TEMGAOB24H2 1 24.000 18.000 800 .5 5.0 208/240-1 NOTE: ALL NEW EQUIPMENT A5 SPECIFIED OR EQUAL EXT. WALL NOTE: THERE CAN BE NO OVERHANG OR OB5TRUCTION(5) TO AIR FLOW DIRECTLY ABOVE CONDEN51NG UNIT. WEATHERPI D15CONNEC 4" CONC. 5LAB TO EXTEND F OF 4" BEYOND UNIT ON MINIMI ABOVE LINE )R :;REW5 TO BASE OF UNIT AND ANCHORS (2)?J" x 2-3/4". HEX. - HEAD CONCRETE SCREWS A/C UNIT DETAIL ALLO 1DOS� RETE PAD. (TYPICAL SCALE: N.T.S. M EC N AN I CAL NOTES I. A/C WILL BE IN COMPLIANCE TO F.M.C. 2014 AND LOCAL CODE5 * AMENDMENT5. 2. REF. LI NES TO BE RAN TH RU CEILING TO AC PAD 3. ALL DESCRIBED FLEX WILL BE A5 NOTED OR EQUIV. RIGID DUCTBOARD 4. ALL A.C. RIGID DUCTS SHALL BE OF 1.5" R -G STANDARD DUTY FOIL REINFORCED FIBERGLA55 5. ALL FLEXIBLE DUCT5 SHALL BE R -G G. 3/4" P.V.C. CONDEN5ATE TO BE RAN UNDERGROUND WITH A TERMINATION POINT I' MIN. FROM WALL 7. ALL A/H UNITS SHALL HAVE A DRAIN PAN W/ AN OVERFLOW SHUTOFF SWITCH 8. LOCATION OF ANY MECH EQUIP NOT DIMENSIONED ON PLANS CAN NOT BE SCALED FROM PLANS BUT MUST BE CONFIRMED BY OWNER 9. ALL EXHAUST DUCTS, SHALL BE GALVANIZED METAL WITH SEALED SEAMS AND JOINTS. No. Revision/Issue Patel W 1 U t! ) Lu m CC) Lu 0 Q 0 �0 CD (V Z a O 13- C) �0 � Z Q UJ E Lu ry Lu 0 0 ° CDR W W �w U NQ SPREM Services, 'LLC. 1 m U �0 CD (V m uj 13- C) (D �- ffLu V 0 ° CDR W Q LLJ V Z R/ - - LLJ > z .n_.l N t�>j. O X X SPREM Services, 'LLC. SMOKE ALARMS NOTE: PER PBC 2014 (SECTION R314.3), SMOK"RMS SHALL BELOCATED AS REQUIRED FOR NEOWELLINGS. ALL EX15TNG AND NEW SMOKE ALARMS 5kLL BE INTERCONNECTED AND HARD -WIRED AS WIRED FOR NEW DWELLINGS. CAR13ON'MONOXIDE ALARMS NOTE: PER 1`15C 2014 (SECTION 8315. 1), OPERFIONAL CARBON MONOXIDE ALARMS SHALL BE 16TALLED WITHIN 10 IT. OF EACH ROOM USED f05LEEPING PURPOSES. Arc -Fault Circuit -Interrupter Protection. Dwelling Units. All 120 -volt, Single phase, 15- and 20 -ampere branch circuits supplying outlets Installed In dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, 5unroom5, recreation rooms, c105et5, hallways, or Similar rooms or areas shall be protected by a listed arc -fault circuit interrupter, combination -type, m5talled to provide protection of the branch circuit. PROJECT DATA: 39 P5F C.U.- 4 HURRICANE -\ 9C&W/ TAPCON� .5 INTO 4" THICK SLAB 3'-4" GFCI )c �( WP k�C Al. LIVING AREA UNIT # 1: 854.0 5QFT. COVERED PORCH UNIT # 1: 42.0 5QFT. LIVING AREA UNIT #2 854.0 5QFT. COVERED PORCH UNIT #2: 42.0 5QFT. DUPLEX BUILDING AREA: 1,792.0 5QFT. 4 CARS GARAGE BUILDING 924.0 5QFT. TOTAL AREA: 2,7 1 6.0 5QFT. in(43'-4' )c >( GWP I POWER METER W 150 AMPS B . DISC. _ anel "A' (UNIT# I) 36'- I O" 3"0 - ONE CAR GARAGE - ONE CAR GARAGE ONE CAR GARAGE - ONE CAR GARAGE 50CMf ■ ���[[■g�. (UNI y POWER METER (Ui�i ! " il' i D R WWI5015C P5 FLOORELEV. FLOC pR`; _ FLOG 6ELEV. FLOO 6ELEV. Panel "B" (UNIT#2) ZY POWER METER W/ 60 AMP5 BRK. DISC. (GARAGE) FC _ v v .... UN ....... UW E. P�N 'C 2 t' 4" < GFCI -- FCS 4 a GFC GFCI 21'-4' , +44 +44 ±44 ±44 Af �iG nt arrlC AT ATTIC AT ATTIC WI j G GE DOOR OP. GA GE DOOR OF. G GE DOOR OF. - /- G `GE DOOR OP. GFG! _ GFC4 _.... GFCi __ GFCI bG GFCI GVF�Gf � 43'-4` ELECTRICAL -Contractor shall verify with Florida Power * Light (FPQ the location of Service and Shall locate meter and panel a5 required, verify all conductors and breakers with equipment manufacturers' Specifications, coordinate raceway m5tallation5 with other trades prior to construction. All branch circUit5 VI raccv.,ay or non-metallic Sheathed cable. ELECTRICAL PLAN SCALE: 3/1 G" = I' - 0" 27'-a" 27-8' V.V.- •'t I IU RhIV� �5TRAP5 W/TAPC SCREWS INTO 4' THICK 5LAB 1 3'-4" GFCI 13'-4" 3"0 36"0" O" )CMF I GENERAL ELECTRICAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 201 1 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. WIRE SIZE SHALL BE # 12 * # 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE NOTED. G. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"- x 8' GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7. ALL 120V. I PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (G.F.1.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.F.I.) IN LIEU OF (GF.1.) BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" A.F.F. 9. ALL RECEPTACLES TO BE TAMPER-RESISTANT RECEPTACLES (NEC 406. 1 1) AREA 8E T D IN DN2PTSSLOE IE5ALL125VOLD0 AMS RECEACLEUNE55 IN ffCIFiED. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 1 1. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 13. LIGHTING FIXTURES SHALL BE SELECTED BY OWNER * CONTRACTOR INSTALLED 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURERS RECOMMENDATIONS AND LISTING. 15. ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS OTHERWISE SPECIFIED. 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 17. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 18. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT I CFM/5F OF VENTILATED FLOOR AREA. 19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY 5PECIFICATION5 IS IN THE BID. 2 1. PROVIDE PRE -WIRED T.V. OUTLETS (FOR CABLE OR ANTENNA IN ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. 22. ELECTRIC FIXTURE5/TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 23. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. 24. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/ OWNER) 25. STEREO PRE -WIRE, SPEAKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIO/V15UAL CONSULTANT/COMPANY. (VERIFY W/ OWNER) 26. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION (Vi;RIFY W/ OWNER) 27. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF RFQUIRED). 28. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL. 29. REMOVE AND CAP OFF ELECTRICAL INSTALLATION A550CIATED WITH THE REMOVAL OF PARTITIONS AND CEILINGS. (IF REQUIRED) 30. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 3 1. ALL RECEPTACLE, SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DE5T=D DRAWINGS. EXISTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING MUNICIPALITY DURING THE PERMITTING PROCESS. 32. ALL RECEPTACLES TO BE G'-0" O.C. FROM ALL OPENINGS, AND 12'-0" O.C. FROM RECPT. TO RECEPT., ALL RECEPT. 2' O.C. AT KITCHEN COUNTER 33. ELECTRICAL CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND CALC5. PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING No. Revl5lon/155ue Date AREQ BY B.D. 3-13-2017 \,``"�ttttitittttiiiii LL v rIn > Uj _1 Q W Q tJi LJ D LLJ J LL LLJ U ELECTRICAL LOAD CALCULATION L(i LU (f) LU z O Ir - CV LOCATION SEE ELECTRICAL PLAN MAIN GO AMPS PANEL 1'C" (60 AMPS.) MOUNTING FLUSH VOLTAGE 120/240 LOCATION SEE ELECTRICAL PLAN MAIN 150 AMPS MOUNTING FLUSH PANEL "A" UNIT # 1 (200 AMP5.) VOLTAGE 120/240 LOCATION SEE ELECTRICAL PLAN MAIN '1-50 AMPS . 5.) .:, MOUNTING FLUSH PANEL B` UNIT # 1 (200 A VOLTAGE 120/240 POLE WIRE CKT. DESCRIPTION TRIP CONDUIT 2 40 TANK LESS WATER HEATER #8- i " 3 CKT. 2 4 POLE TRIP 2 30 DESCRIPTION A.H.U. WIRE * CONDUIT #10-1. CKT. POLE DESCRIPTION WIRE TRIP CONDUIT 1 2 TANK LESS WATER HEATER #8-1 " 40 3 CKT. 2 4 POLE TRIP 2 30 DESCRIPTION A.H.U. WIRE CONDUIT # 10- } " CKT 1 3 POLE TRIP 2 20 DESCRIPTION IRRIGATION PUMP WIRE * CONDUIT # 12-112" CKT. 2 4 POLE TRIP 1 20 DESCRIPTION EXTERIOR LIGHTING WIRE CONDUIT # 12-1/2" 5 2 40 TANK LESS WATER HEATER #8- I " 7 G 8 2 30 DRYER # 10-3/4" 5 2 40 7 TANK LESS WATER HEATER #8-1 " 6 8 2 30 DRYER # 10-3/4" 5 1 20 GARAGE GFCI RECPET. # 12-1/2" G I 2O GARAGE DOOR GFCI CIRC. # 12-1/2" 7 1 20 GARAGE GFCI RECPET. # 12-112" 8 1 2Q GARAGE DOOR GFCI CIRC. # 12-1/2" g I p WASHER # 12-1/2" 10 2 50 STOVE #6-1 " 9 I 0 WASHER # 12-1/2" 10 2 50 STOVE #6- I " g I 20 GARAGE GFCI RECPET. # 12-112" 10 I 2O GARAGE DOOR GFCI CIRC. # 12-1/2" I i 1 2 1 i 12 1 I i 20 GARAGE GFCI RECPET. # 12-1/2" I 12 1 20 GARAGE DOOR GFCI CIRC. #1 2-112" 13 1 20 LAUNDRY RECEPACLE # 12-1/2" 14 I 20 MICROWAVE # 1 2-112" 13 1 # 1 2-1 /2" 20 LAUNDRY RECEPACLE 14 I 20 MICROWAVE # 12-112" 13 1 0 GARAGE LIGHTING # 1 2-112" 14 1 20� GARAGE LIGHTING # 12-1/2" 15 1 20 SMALL APPLIANCE # 1 2-112" 16 1 20 DISPOSAL # 1 2-1 /2" 15 i 20 SMALL APPLIANCE # 1 2- i /2" 16 1 20 DISPOSAL # 1 2- i /2° 4- GARAGE GFCI CIRCUIT = 6,000 WATTS 4- GARAGE DOOR GFCI CIR. = 6,000 WATTS 2- GARAGE LIGHTING = 3,000 WATTS 1- OUTSIDE LIGHTING I - IRRIGATION PUMP = I ,500 WATTS 1 -WATER PUMP = I ,500 WATTS 2- OUTSIDE GFCI CIRCUIT = 3,000 WATTS TOTAL CONNECTED LOAD _ 22,500 WATTS 17- 1 20 SMALL APPLIANCE # 12-1/2" 18 I 20 REFRIGERATOR # 12-1/2" 17 I 20 SMALL APPLIANCE # 12-1/2"" 1 g I 20 REFRIGERATOR # 12-1/2" 19 1 20 GENERAL LIGHTING # 1 2-1) 20 1 DISHWASHER # 12-1/2" 20 19 1 2O GENERAL LIGHTING # 12-1/2" 20 1 20 D15HWA5HEP # 12-1/2" 21 1 15 GF! RECEPTACLE # 14-1/2" 22 1 20 GFCI SMALL APPLIANCE # 12-1/2" 21 I 15 GFI RECEPTACLE # 14-1/2" 22 j,--20 GFCI SMALL APPLIANCE # 12-112" 23 15 GFI RECEPTACLE # 14-1 /2" 24 I GFCI SMALL APPLIANCE # 12-1 /2" 20 23 1 15 GFI RECEPTACLE # 14-1/2" 24 I 20 GFCI SMALL APPLIANCE # 12-112" I # 14-172" 25 1 5 PROTECTED CIRCUITS 27 I 15 PROTECTED CIRCUITS # 14- I /2 29 1 20 HALF BATH GFCI CIRCUITS # 1 2-112" 31 } ARC FAULT 15 PROTECTED CIRCUITS # 14-1/2" 33 1 2O GENERAL LIGHTING # 12-1/2" 26 28 30 32 34 I 20 I 15 _j-,-'20 i 20 I 20 BATH GFCI CIRCUITS MASTER BEDROOM FAULT TCIRCUITS15 GENERAL LIGHTING GENERAL LIGHTING GENERAL LIGHTING # 12- I/2, # 14-172" # 12-1/211 # 1 2-112" # 12-1/2" 25 i # 14-1 /2" 1 5 PROTECTED CIRCUITS 27 1 #14-1 /2" PROTECTED CIRCUITS 29 1 20 HALF BATH GFCI CIRCUITS # 12-112" 31 I 15 # 14-1/2" PROTECTED CIRCUITS 33 I 20 . GENERAL LIGHTING # 1 2-1 /2" 26 28 30 32 34 I 20 1 15 I 2O I 20 I 20 BATH GFCI CIRCUITS MASTER BE ROOM AULT GENERAL LIGHTING GENERAL LIGHTING GENERAL LIGHTING # 12-1/2" #14-1 /2" # 12-112" #1 2-172" # 12-1/2" KW REMAIN @ 40% = 9,000 WATTS PANEL "B" TOTAL LOAD = 9,000 WATTS TOTAL LOAD DEMAND 9,000 WATTS / 240 VOLTS = 385 AMPS TOTAL LOAD DEMAND (PANEL"A"+"B")= 35,334 WATTS + 8,400 WATTS = 43,734 WATTS 43,734 WATTS 240 voLTs = 182 AMPS PANEL "C' 60 AMPS. 35 I 20 GENERAL LIGHTING # 1 2-1 /2" 36 35 1 GENERAL LIGHTING # 12-172" 20 36 37 1 20 EXTERIOR LIGHTING # 12-1/21, 39 38 40 37 i 2O EXTERIOR LIGHTING #12 39 38 r4O PANEL LOAD CALCULATION PANEL LOAD CALCULATION 3 WATTS X 854 5F = 2,562 WATTS 2- S. APPLIANCE = 3,000 WATTS I - REFRIRATOR = 1,500 WATTS - DISPOSAL = 1,500 WATTS I - MICROWAVE = 1,500 WATTS I - RANGE = 8,000 WATTS 2- BATH CIRCUITS = 3,000 WATTS 2- OUTSIDE GFCI CIRCUIT 3,000 WATTS I- DISHWASHER = 1,500 WATTS I - TANK LESS WATER HEATER = 18,000 WATTS I - DRYER = 5,000 WATTS I - WASHER = 1,500 WATTS - LAUNDRY REC. = 1,500 WATTS 3 WATTS X 854 SF = 2,562 WATTS 2- S. APPLIANCE = 3,000 WATTS I - REFRIRATOR = 1,500 WATTS I - DISPOSAL = 1,500 WATTS I - MICROWAVE = 1,500 WATTS I - RANGE = 8,000 WATTS 2- BATH CIRCUITS ' = 3,000 WATTS 2- OUTSIDE GFCI CIRCUIT = 3,000 WATTS I - DISHWASHER = 1,500 WATTS I - TANK LESS WATER HEATER = 18,000 WATTS I - DRYER 5,000 WATTS I - WASHER. = 1,500 WATTS I - LAUNDRY REC. = 1,500 WATTS l Lighting: 75% of lights must be High Efficacy lamps. 5, Onc am s include compact fluorescent lam 5, T-8 or Smaller diameter linear Y p p lamp lamps with a minimum efficacy of: ns per watt for Iamp5 over 40 watts, Flumen5 ns per watt for Iamp5 over 15 watts to 40 Watts, and ens per watt for Iamp5 15 watts or less fluorescent TOTAL CONNECTED LOAD = 51,5G2 WATTS TOTAL CONNECTED LOAD = 51,5G2 WATTS FIRST KW REMAIN @ 100% = 10,000 WATTS KW REMAIN @ 40% = 16,625 WATTS FIRST KW REMAIN @ 100% = 10,000 WATTS KW REMAIN @ 40% = 16,625 WATTS A.H.U. H. STRIP @ 100% = 5,000 WATTS A.H.U. H. STRIP@ 100% = 5,000 WATTS PANEL TOTAL LOAD = 3 I,625 WATTS PANEL TOTAL LOAD = 3 I,625 WATTS TOTAL LOAD DEMAND 3 I,625 WATTS / 240 VOLTS = 132 AMPS TOTAL LOAD DEMAND 3 I,625 WATTS / 240 VOLTS = 132 AMPS PANEL 150 AMPS. PANEL 150 AMPS. 3"0 36"0" O" )CMF I GENERAL ELECTRICAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 201 1 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. WIRE SIZE SHALL BE # 12 * # 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE NOTED. G. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"- x 8' GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7. ALL 120V. I PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (G.F.1.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.F.I.) IN LIEU OF (GF.1.) BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" A.F.F. 9. ALL RECEPTACLES TO BE TAMPER-RESISTANT RECEPTACLES (NEC 406. 1 1) AREA 8E T D IN DN2PTSSLOE IE5ALL125VOLD0 AMS RECEACLEUNE55 IN ffCIFiED. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 1 1. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 13. LIGHTING FIXTURES SHALL BE SELECTED BY OWNER * CONTRACTOR INSTALLED 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURERS RECOMMENDATIONS AND LISTING. 15. ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS OTHERWISE SPECIFIED. 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 17. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 18. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT I CFM/5F OF VENTILATED FLOOR AREA. 19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY 5PECIFICATION5 IS IN THE BID. 2 1. PROVIDE PRE -WIRED T.V. OUTLETS (FOR CABLE OR ANTENNA IN ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. 22. ELECTRIC FIXTURE5/TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 23. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. 24. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/ OWNER) 25. STEREO PRE -WIRE, SPEAKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIO/V15UAL CONSULTANT/COMPANY. (VERIFY W/ OWNER) 26. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION (Vi;RIFY W/ OWNER) 27. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF RFQUIRED). 28. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL. 29. REMOVE AND CAP OFF ELECTRICAL INSTALLATION A550CIATED WITH THE REMOVAL OF PARTITIONS AND CEILINGS. (IF REQUIRED) 30. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 3 1. ALL RECEPTACLE, SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DE5T=D DRAWINGS. EXISTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING MUNICIPALITY DURING THE PERMITTING PROCESS. 32. ALL RECEPTACLES TO BE G'-0" O.C. FROM ALL OPENINGS, AND 12'-0" O.C. FROM RECPT. TO RECEPT., ALL RECEPT. 2' O.C. AT KITCHEN COUNTER 33. ELECTRICAL CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND CALC5. PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING No. Revl5lon/155ue Date AREQ BY B.D. 3-13-2017 \,``"�ttttitittttiiiii LL v rIn > Uj _1 Q W Q tJi LJ D LLJ J LL W z -1 N 150 AMP 150 AMP 120/240 V 120/240 V JOINT BOX W/ COPPER W/ COPPER r^ WIRING WIRING ( J 3 #4/0 IN 2%2" --- Panel"B" Panel "A" x RIGID CONDUIT (ALUMINUM) GAORAGE5 �UNIT#I UNIT x STANDARD MMETMX ., z mag GO A. BRK. DISC. U150 A. BRK. DISC. STANDARD UNDERGROUND SERV.#G GROUND „ 120/240 VOLT \ 343/0 CU. IN 2" CONDUIT. I 120/240 VOLT ��Vl 3-#3 0 CU. IN 2" CONDUIT. Gey LLC. INTERSYSTEM I#4 CU GROUNDING BONDING ELEC. CONDUCTER �'�aPwn by: TERMINATION REQ. TO WATER PIPE �IIVIa �abra * FOUND. STEEL Cell: (5G 1) 51 2-4G2 1 (2)5/8" (2)5/8" e-mail: 5preiri5ervices@gmall.com GROUND OD5 G' 6' GROUND RODS MIN. MIN. MIN. � 11 eet Project ELECTRICAL RISEN DETAIL Date SCALE: N.T.S. 09-14-201 G Scale 3/1 Gil=I' LLJ U G_/O L(i LU (f) LU z O Ir - CV (n E (\j �m (!� = Q N z O U' = J 0 6, td Q LL z LLJ Dn0 ~ LLJ LLJ LL_ LLJ z � � @� z c� 1 O m W z -1 N 150 AMP 150 AMP 120/240 V 120/240 V JOINT BOX W/ COPPER W/ COPPER r^ WIRING WIRING ( J 3 #4/0 IN 2%2" --- Panel"B" Panel "A" x RIGID CONDUIT (ALUMINUM) GAORAGE5 �UNIT#I UNIT x STANDARD MMETMX ., z mag GO A. BRK. DISC. U150 A. BRK. DISC. STANDARD UNDERGROUND SERV.#G GROUND „ 120/240 VOLT \ 343/0 CU. IN 2" CONDUIT. I 120/240 VOLT ��Vl 3-#3 0 CU. IN 2" CONDUIT. Gey LLC. INTERSYSTEM I#4 CU GROUNDING BONDING ELEC. CONDUCTER �'�aPwn by: TERMINATION REQ. TO WATER PIPE �IIVIa �abra * FOUND. STEEL Cell: (5G 1) 51 2-4G2 1 (2)5/8" (2)5/8" e-mail: 5preiri5ervices@gmall.com GROUND OD5 G' 6' GROUND RODS MIN. MIN. MIN. � 11 eet Project ELECTRICAL RISEN DETAIL Date SCALE: N.T.S. 09-14-201 G Scale 3/1 Gil=I'