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HomeMy WebLinkAboutBuilding PlansARCHITECTS i GENERAL 0 CCONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN—BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ db" ADVANCED DESIGN & BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT _ EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT N X�P?10 1oN�3 L SEAL: ARpp15i&3: r, SHEET INDEX DATE r CLIENT- --- - - - -- CHERRIE LAFOND I COVER SHEET M1 MECHANICAL PLAN HOUSE PROJECT Al __-____FIRST FLOOR PLANS E1 ELECTRICAL PLAN EXTERIOR ELEVATIONS (FRONT + RIGHT) P1 PLUMBING PLAN / RISERS r n Ilk'u""'. ADDRESS: A3 __- _EXTERIOR ELEVATIONS (REAR + LEFT) D1 DETAILS S1 _ _-FOUNDATION PLAND2 DETAILS S2 REAM/ COLUMN �I S3 ROOF FRAMING PLAN COVER I°} SHEET Ll PROJECT INFORMATION ROOF DEAD LOAD: 30 PSF 1' GENERAL CONSTRUCTION NOTES: JURISDICTION-- CITY OF PORT ST. LUCIE, FLORIDA ROOF LIVE LOAD: 25 PSF Ir 1. All construction shall conform to the Florida building code, and all CLASS. : RESIDENTIAL R-3 SOIL BEARING CAPACITY: 2500 PSF ASSUMED other applicable governing codes and regulations. REVISIONS: TYPE OF CONSTRUCTION -- I — NEW REVIEWED FOR SHEAR WALL REQUIREMENTS : YES 2, Contractor shall verify all dimensions and conditions in the field prior CONSTRUCTION. to the bidding of the project. Any discrepancies which may alter the —_ IMPACT PROTECTION: IMPACT GLASS intent of the architectural or engineering documents are to be brought FIRE SPRINKLER SYSTEM --NOT REQUIRED to the immediate attention of the architect in writing, for approval or — INTERNAL COEFFIECIENT: 0.18 modification. FIRE ALARM --NOT REQUIRED 3. All work shall be performed in strict accordance with the best practices — DESIGN PRESSURES FOR OPENINGS (IN PSF): of the construction trades in a professional and workmanlike manner. BUILDING CODE: 2017 FLORIDA BUILDING CODE Any work not conforming with these standards may be rejected by the — ASCE 7-10 WITHIN 3FT FROM CORNERS: SEE ELEVATIONS architect and redone by the contractor at no additional expense to the owner. EXPOSURE: C GREATER THAN 3FT FROM CORNERS: SEE ELEVS. — ---- — FDOH in St. Lucie bounty 4. All materials and labor to have a one year warranty form date of BUILDING DESIGNED AS ENCLOSED GARAGE DOOR: SEE ELEVATIONS completion. Ellvironmenta1~11 5. All wood members in direct Contact with concrete and masonry MEAN ROOF HEIGHT: 34.5 FT INSULATION: FLOORS: R-13 BATT Site Platt Approved fort onstruction shall be treated with approved preservative. WALLS CBS: R-4.1 FOIL Supersedes All Prev Site Plans for 6. General contractor shall submit to the Architect shop drawings for IMPORTANCE FACTOR: 1.0 WALLS WOOD: N/A review and approval of all specialty items such as cabinetry prior to - ROOF: R30 MIN OSTD '# & Well # 2�S"1 fabrication. BASIC W ND VELOCITY: 160 MPH, 3 SECOND GUSTS ROOF NAILING PATTERN: 10 D RING SHANK NAILS'`- ND DRAWN BY: JMG AT 4" EDGE AND FIELD Dat@'. V 7. Engine contractor shall submit approved shop drawings, Engineering data, product approvals and any other required CHECKED BY: BVJ ROOF MATERIAL: METAL ROOF PER PRODUCT APPR. Reviewer: information to the Building Department for all new materials they ROOF SHEATHING: %" EXTERIOR GRADE PLYWOOD may require this information for review and approval prior to PROJECT #: W/ RADIANT BARRIER commencement of construction. 8. Written Dimensions take precedence over scaled drawings. These - SCALE: INCH drawings are not to be scaled for precise or critical dimensioning. 9. Contractor to use approved survey vs. site plan for precise layout of building and other site improvements. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY C� ROCC ___-_-_ __________________________________ __ _ I I JURISDICTION --CITY OF PORT ST LUCIE, FLORIDA OCCUPANCY CLASS-- RESIDENTIAL R-3 TYPE OF CONSTRUCTION --V FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE 6TH EDITION. NATIONAL ELECTRICAL CODE 2014 ASIDE 7-10 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 19 FT IMPORTANCE FACTOR: 1.0 WIND VELOCITY: VDlt=170 Vasd-132 qh=56.57 pat Kh=.85 Kzt=1.0 Gcpl=.18+/- GCpf=1.0+. 1.4- P=0.6w ROOF MATERIAL• METAL ROOF PER PRODUCT APPROVAL ROOF DEAD LOAD: 30 PSF ROOF LIVE LOAD 25 PSF SOIL BEARING CAPACITY: 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS : YES IMPACT PROTECTION: PER PRODUCT APPROVAL -- WINDOWS AND DOORS IMPACT RATED INTERNAL nFFFII NT: 0.18 RISK GATAGORY : II END ZONE WIDTH FOR 30FT L BUILDING: 3 FT COMPONENTS AND CLADDING DESIGN WND PRESSURES WALL_ ROOF ZONE Leeward/Wlndward Leeward/Windward TRIBUT.AREA 10sf 1 -36.7 +23.1 ROOF PERIMETER 2 -63.8 +23.1 ROOF CORNER 3 -63.8 +23.1 WALL INFIELD 4 -43.4 +40.1 WALL CORNER 5 -53.6 +40.1 DESIGN PRESSURES FOR OPENINGS (IN PSSF): SEE NAND DATA ON SHEET D-1 INSULATION - WALLS R 4.1 MIN OR WALLS R13 O 6' FRAME EXTERIOR ROOF R 30 MIN ROOF NAILING PATTERN IF REQUIRED 1. B D RING SHANK NAILS AT 4' EDGE AND 6' FIELD WALL I SHEATHING_ 1.J'EXTERIOR GRADE PLYWOOD W/ BD RING SHANK NAILS O 4' O.C. AND 6' FIELD Product Approval Submittal Affidavit Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: Opening Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design ID Description Size, Spacing, & Embedment Pressure Pressure 1 GLASS IBERE N/A 114" TC W/1-1/2" COAL. EMBED, 6" MAX FROM JAMB CORNERS +40.5/-43.9 +50.0 /-50.0 ENTRY D DOORTHERMA-TRU NOA#7630.2 & 14" o.C. MAX. SEE PRODUCT APPROVAL FOR HEAD & SILL ANCH 72 W X 32h ALUMINUM FRAMI MI LOW E 270 +40.5/-43.9 +50.0/-50.0 1 IRCLE IMPACT ALUMINUM FL 17499 INSULATED GLASS MI LOW E FOR CONCRETE INSTALLATION USE USE ELCO 1/4" TAPCONS 109W X 96H IMPACT SLIDING DOOR FL. 22401. INSULATED GLASS EMBODIED 3/8" MIN OR 1/4 554 CRETE FLEX EMB. 1 3/4 MIN. +40.5/-43.9 +65.0/-65.0 2 GARAGE DOOR GALV STEEL WAYNE DALTON N/A 7-5/16 X 1-5 8" LA SCREWS w WASHER HEADS FOR +34.1/-38.0 +34.3/-38.3 16 W % H HOAR 140204-10 EA TRACK BRACKET, SEE BUCK DETAIL SHT A5 SPACING. 4 36 W X 64 SH IMPACT ALUMINUM FRAME MI 17499 LOW E INSULATED GLASS DIST 11/8".NOTE ABOUT ix BUCK56" ALL CORN ERS,(4)@ 40C AS+40.5/-43.9 +80.0/-80.0 MEETING RAIL EA.SIDE 5 ALUMINUM SEED ALUMINUM MI LOW E 366 FOR CONCRETE INSTALLATION USE USE ELCO 1/4' TAPCONS 72W %96H SLIDING DOOR INSULATED GLASS EMBEDED 1 3/8" MIN OR 1/4 SS4 CRETE FLEX EMB. 1 3/4 MIN. +40.5/-43.9 65.0/-65.0 6 7 UMINUM FRAME LOW E 270 +40.5/-43.9 +50.0/-50.0 SHWMPA FL 7I499 INSULATED GLASS 7 30W X 52H ALUMINUM FRAME MI LOW E 270 " 40.5/-43.9 80.0/-80.0 SH IMPACT temp. obscure FL 17499 INSULATED GLASS 8 36W X 96H FIBERGLASS THERMA-TRU 1/4" TC W/1-1/2" CONC. EMBED, 6" MAX FROM JAMB CORNERS +36.7/-38.7 +70.0/-70.0 S75S F.I DOOR108WX63H NOA#]630.2 N/A & 14" O.C. MAX. SEE PRODUCT APPROVAL FOR HEAD & SILL ANCH. ALUMINUM FRAME MI LOW E 270 +60.G/-80.0 9 IMPACT FL 17499 INSULATED GLASS +40.5/-43.9 72W X tT4H ALUMINUM FRAME MI LOW E 366 FOR CONCRETE INSTALLATION USE USE ELCO V4" TAPCMB. ONIMPS FL INSULATED GLASS EMBEDED 1 3/8" MIN OR 1/4 SS4 CRETE FLEX Et 3/4 MIN. +40.5/-43.9 +65.0/-65.0 59.75 X 59.75 SKYLIGHT NOA17-1212.04 LOW E 270 N0. 12 X 1.51NCH EMBEDMENT STAINLESS SCREWS +89.0/- 90.0 +100./-100.0 IMPACT MAXIM INDUSTRIES FL 17499 INSULATED GLASS AT 9" OC. MAX. ALL PERIMETER AL FRAME VERT VERT MULL KIT AL MI MULLION N/A (2) 1/4" SS ELCO AGGREGgTE w/2" CONC. EMBED, 0 BOTTOM +40.5/-43.9 +/-88.2 MULLION MULL BAR KID FRAME CM-18531 & TOP SO JAMB SPACING USE WINDOW MULL Attachment Method Type, 3uilding Design Product Design Product Model # Manufacturer Size, Spacing, & Embedment Pressure Pressure ZONE 1 = -42.1 ZONE 1 = -69.25 DO Tr3_2VW0_A­11_071_4_0§ PALISADES UNDERLAYMENT: 36" W, 1.25" RING SHANK (UNDERLAYMENT) NAILS ALONG VERT. LAP @ 6""O.C.,HORIZ-11",FIELD 13" MIN. VERT & 22" HORIZ. ZONE 2 & 3 = -108.5 ZONE 2 & 3 =-159.25 ESf Roofing FLEA. PA N0. 17022.5 EXIRFME METAL FABPoCA 1 " NAILSTRIP 26 GAUGE STEEL ROOF PANEL --#SO X I INCH (MIN) PANCAKE HEAD WOOD SCREW TO PENETRATE 3/I6" MIN. THIRD BOTTOM OF SUPPORT 6"0. . ADHESIVE SEALANT : BOSTIKC915 CHEM CAULK ONE COMPONENT, POLY URETHAT E ADHESIVE WITH 3/16" CONTINUOUS BEAD APPLICATION ALONG BASE OF MALE RIB RTICAL FLANGE AT EACH PANEL SEAM All DOORS ANDNN W5"lM SVESLIBTEO-SEEw RYOPENNCSONS MD3 AND VERIFY WITH OWNER 1 W NOGW REP. OCATRACTOR TO VERIFY ROUGH OPENING DIMENSIONS FOR DOORS AND WNDOWS ORDERED PRIOR TO CONSTRDCIION ALL DOORS AND WINDOWS TO BE LOW E GLASS AND IMPACT PER PRODUCT APPROVAL REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ADVANCED DESIGN 8 BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33470 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 W W W.ADVANCED-DESIGN-BUI LDING. COM THESE DRAMNGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP. INC./ db4 ADVANCED DESIGN & BUILDING THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS MIN ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DROMNGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES J fLORIoq O 3ONES, a* .; " �PRI m o* 193 V SEAL; - DATE: CLIENT: CHERRIE LAFOND HOUSE PROJECT FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: 1j INCH A 1 CEILING HEIGHT FINISH FLOOR-\ r12 ENTRANCE HEIGHT ---------- -- EF 2x10 FASCIA CEILING HEIGHT-, — 512 � 0 FASCIA METAL ROOFING PER PROCUCT APPROVAL 12 —15 0 FASCIA MEN MEN SEE offol on ONO No m TEXTURED STUCCO ADUNCED DESIGN BUILDING ARCHFFECTS METAL GENERAL ROOFING PER PPROVAL PROCUCT12 CONTRACTORS �5 A ROUND HILL DEVELOPMENT GROUP COMPANY 17968`115TH AVE. NORTH 12 — — JUPR 5 PH:5FLORIDA 78 61-216-1000 14 - 0" CELL 561-778-0831 319 167TH ST 2x10 FASCIA 12' _0"� NO. MIAMI BEACH, FL, 33162 _ — :% 305-454-8000 W WW. ADVANCED-DESIGN-BUI LDIN G. COM 10' — 0" THESE DRAMTNGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF RCUND HILL DEVELOPMENT GROUP, INC./ &. ADVANCED DESIGN k BUILDING. THEY ARE NOT YO 8E USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT ® EXCEPT R ANTSWRITTEN AGREEMENTS N17H ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES VAiICH ALTER THE INTENT tiw OF THEE D T OBTAINING OR SPEITTEN PERMISSION ARE TOO MADE 'MTHWT OBTAINING DEVELOPMENT PERMISSION FROM I ROUND HILL DEVELOPMENT GROUP. ---- ARCHITECT: BERNARD — — — — — — — — — FIRST FLOOR LVL� ARCEHIT g..'�.,QF.F1;1j'' .�1 0 —0". NPRO JON�"S B' V SEAL e , DATE: 14,RO015193 CLIENT: CHERRIE LAFOND HOUSE PROJECT ADDRESS: 0 LLHro TEXTURED STUCCO 4" STUCCO BAND RIGHT SIDE ELEVATION SCINUD 3/16 HW METAL ROOFING PER PROCUCT 12 —I5 FIRST FLOOR L ol o NG REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC EXTERIOR ELEVATIONS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT j SCALE: A INCH A-2 CEILING HEIGHT FINISH FLOOR CEILING HEIGHT FINISH FLOOR FASCIA 12 sr 92 IX10 FASCIA —15 PROCUCT APPROVAL FASCIA ,2 In 91 10'=6n^\ 2'-0" 1----- — ------------ -- '-0" 2'-.O" — FIRST — -- REAR ELEVATION SCALE: 3/16 INCH - METAL ROOFING PER PROCUCT APPROVAL �4" STUCCO "—TEXTURED STUCCO BAND FASCIA 5 - METAL ROOFING PER PROCUCT APPROVAL FLOOR LVLNGL y 0' - 0 w 0 FASCIA 1n'- A '-0" 2'-O" --O" LLLj - -- -- -- -- --70 FIRST FLOOR LVLL LEFT SIDE ELEVATION SCALE: 3116 INCH \—TEXTURED STUCCO \-4" STUCCO BAND NGL 0'-U'� REVIEWED F CODE CCMIPL', ST. LUCIE COUNTY S®CC CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968:115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000:.:. W WW. ADVAN CED-DESIGN-BUI LD ING. COM THESE DRAWINGS AND SPEQRGARONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ &a ADVANCED DESIGN k BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESGN CHANCES WHICH ALTER THE INTENT OF THESE DRAWINGS ON SPECRCARONS ARE TO BE MADE :\� WITHOUT OBTAINING WRITTEN PERMISSION MOM ROUND HILL DEVELOPMENT GROUP. ro Q ARCHITECT: BERNARD JONES� �y ARMTE P� . y,' P�ypJONr7,q SEAL DATE: PRp01�S1g3 '� I CLIENT: CHERRIE LAFOND HOUSE PROJECT ADDRESS: EXTERIOR ELEVATIONS REVISIONS: DRAWN BY: CHECKED BY: PROJECT #: SCALE: A INCH JMG B VJ FOUNDATION SCHEDULE SIZE RDNFORONC RDNFORCING MAM( REMARKS MARK SIZE REMARKS BOTTOM TOP WAn BOTTOM lOP w�.s �Em OTi % OEP mN) ID' % 1B' (2) /B CONTINUOUS F-T CWTNUWS MONOUTH MWOUTHIC F-2 1CWTHUOUS (2) �' F-6 16" %26' CONTNUWS (2) is CONTINUOUS F-B F_y MWOUTHIC O16'X36' X 05 O 6'O.0 05 O YES ISOLATED F-10 3B' e'O.0 B' % B' (1) 05 CONTNU W6 F-! CWTNUWS MONOU 32'X24' X � O R, O YES ISMTD F-0 24' g' 0.0 g O.0 offinNOMMMM NOTES CONTRACTOR TO VETUFY AND USE EXACT ROUGH OPENINGS SIZES REWIRED FOR THE NNDOW AND DOOR MANUFA RES PRODUCTS USED a O a rT r-rt, �■■-------------------- ■■I L I � I � I I I oF-0 F-g 4' CONCRETE SLAB POURED WITH PORCH DECK 6 MIL VAPOR BARRIER, CLEAN WELL COMPACTED, TERMITE TREATED SOIL ■ ■ ■ ■ ■ o ti ■ — F-' 0 I 0 I I4 I � I -+0.0" SEE SURVEY FOR FINISH FLOOR ELEVATION 4' THICK CONCRETE SLAB, 30DO PSI FlBERMESH MIX, MONOTUTHIC NTH FOOTINGS PER SCHEDULE ON CLEAN , TERMITE TREATED SOIL. COMPACTED TO MIN 2500 PSF, 6 MIL VAPOR BARRIER F-i AND CORNER BARS 0 a I ■ I j.1 ■ F-1 I I i-1 4'_8" FOUNDATION PLAN SCAM 3/18 INCH i 0 1 I I I I I F-1 SLOPE INCHES el I—� F-2 4" THICK CONCRETE SLAB, 3000 PSI FlBERMESH MIX, MONOTUTHIC WITH FOOTINGS PER SCHEDULE ON CLEAN , TERMITE TREATED SOIL COMPACTED TO MIN 2500 PSF, 6 MIL VAPOR BARRIER AND CORNER BARS 1 O'-8" 101 ADVANCED DESIGN 8 BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN-BUILDING. COM THESE DRAWNGS AND SPECIRCATONS ARE INSTRUMENTS OF SERNCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Eb0 ADVANCED DESIGN O BUILDING THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS NTH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWNGS OR SPECRCATONS ARE TO BE MADE NTHOTT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ('o cq f� ARCHITECT: BERNARD JONES Q� Ftcs!z! ARCHI JONES' go �P Q,. r H SEAL: 1 C4 # ,� PR DATE: .r RF��ST" "i6�G CLIENT: CHERRIE LAFOND HOUSE PROJECT ADDRESS: FOUNDATION PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: A INCH S-1 CC _ ST. LUCIE COUNTY BOCC CASTCRETE LINTEL BEAM SCHEDULE GRAVITY LOAD UPLIFT LOAD BEAM MARK LENGTH OF LINTEL REMARKS APLIED LLOWED AP ALLOWED APPLIED COMPOSITE Y-6' 6113 550 2724 850 SF24-11]1 4'-B' 5113 550 3547 650 SF24-1B M4'-4' 6113 WO 3079 S50 SF24-16 4 W-10' 4350 550 2093 550 SF24-1B 5 W-4' 2781 860 606 1000 BF32-iB Fq1o'-8' 2486 850 2084 700 SF24-19 ]❑ 6113 550 3547 650 SF2h113 117'-4' 1005 650 993 700 B 1811` Ely-6• 1101 850 727 700 BFBT 10 r-S• =I 850 1W 700 8R619-1T 11 11'-4' 1365 660 1028 700 8F1618-1T 72 24'-0' 884 850 Soo 500 W241B-IT t4� 1326 850 1434 SOO W2410-iT 13 N FLUID ClU. MASONRY BLOCK NOTES: CON111ACTIX2 TO VIIOFY AND UBE EIGCT ROUGH OPENINGS SRES REWIRED FOR CONCRETE TIE - BEAM SCHEDULE MARK ELLV. (AF.F.) am' WXH WNFORCING HOOPS SEE NOTES REMARKS 6 PSI CONCRETE UP THRU 2ND FLOOR POUR 35W DECK PSI SEAMS AND COLUMNS ABOVE 2ND FL DECK BOTTOM MIDDLE TOP SM SPACING NUMBER 8-1 12 X 20 3 - /5 - /3 3 - 116 /4 6' MG B-1AADDLE TO 30' BOTH ENDS 2 - i5 2 - ry 2 - /U 03 W GC. B-2 12 X 16 2-05 2 - #5 2 - 05 µ 18' GO, GRADE BEAM / FRONT PORCH BEAM B-3 15 X 24 3 - A 3 - /8 3-#5 /4 B' O.C. B-4 12 XW 2-/5 2- 2-05 14 6'GG B-4A 12XW 2-/5 2- 2-05 µ 61GG B-5 B % 12 - 2 - #5- #5 µ Y Ga.RE-BFAM/MONOUTHIC BEE DETAIL A ON SHEET D-1 FOR BALCONY SLAB 59-5A BX20 2 -06 2-0 2-fE /4 6'0.G B-dB 8 X 20 - #5 2- E5 2 - /4 6' O.C. F100R SEMI CIXUMN PLAN FOR ONJJ B-5 8X18 2-05 2-#5 2-#5 µ 8O.C. B-7 8 X 24' 2-#5 2 - #5 2-#5 /4 ' O.C. B-7A e X 16' 3 - 05 2 -' /5 2 - /6 µ 8' O.C.0.G X 1W W/ 3 -P3 TOP 8: 80T h /3 STRUPS 4'. B'. 18' k 32' O.C. FROM EACH END. ® 8X16 2- 05 2-`5 2-05 /4 60.G B-B 12X12 -05 2-05 2-/B µ 6'0.G B-BA 12 X 16 - 08 2 - /5 2 - /6 µ 8' GO. B-1 8X18 2-05 2-R 2-05 04 BO.C. 15'-1" ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 W W W. A D VA VI C E D—DESIGN — B U T LD I N G. C OM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC/ Sb0 ADVANCED DESIGN k BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARI) JONES ARCHIT CAL 464`' SEAL: NOf Y DATE: CLIENT: CHERRIE LAFOND HOUSE PROJECT ADDRESS: BEAM COLUMN PLAN REVISIONS: TRUSS CONNECTOR SCHEDULE LD... MANUF. TYPE BEARING CONNECTOR UPUFT CONNECTOR LATERAL F1 CONNECTOR LATERAL F2 FASTENERS TO TRUSS FASTENERS TO STRUCTURE S1 CUSTOM 4" ALUM. COL ALUM 1905 585 525 SEE COLUMN DETAIL ON -DX SHEET. D-1 S2 SIMPSON H-10A WOOD 855 590 525 -T9T 10 1.5 9 10 D'X 1.5 S3 SIMPSON HETA 16 CONCRETE 1810 415 1100 (14) 100S X 1.5 EMBEDDED S4 SIMPSON ACR4 WOOD 1070 715 715 8-16DS 6-16DS S5 SIMPSON UPB44T WOOD 1000 - - BOLT x3E4 s 8-16DS S6 SIMPSON HGT-2 CONCRETE 10530 700 410 (16) 10 D (2) 3/4"X 12"THRU-B W/ 2" S7 SIMPSON MGT CONDRETE 3965 - - (22) 10 DS 6" (1) 5/8" XEMB, BOLT S8 SIMPSON MSTA 18 WOOD 1115 - 2000 (12)10D X 1.5 (12)10D X 1.5 S9 SIMPSON HU28-2' CONCRETE 10 _ 8 10 DS ATR X 8) 10 HUS28 WOOD 3965 (8) 16DS (22) 16 DS 2 PLY WOOD 10980 - - (16) 10 D (2) TITENS .75" X 5" 3.56/9.25 CONCRETE 2715 _ - (12) 1/4 X 2.5 SIDS (22) 16 DS 1505 (10) 16DS (22) 16 DS S14 SIMPSON DETAIL 20 CONCRETE 2480 2000 115 10 DS X EMBEDDED S15 SIMPSON HUS28-2 CONCRETE 108 _ - 10 DS 14 DIA.X 1.25" TAP DNS Sib SIMPSON 2 CONNECTORS HETA 16 CONCRETE 2035 1215 1520 (10) 1ODS X 1.5 EMBEDDED S17 SIMPSON MTS12 WOOD 1000 - - (7)10D X 1.5 (7)10D X 1.5 S18 SIMPSON 2 CONNECTORS HETA 16 CONCRETE 2500 1215 1520 (12) 16DS5 EMBEDDED S19 SIMPSON VGT WOOD 8890 - - (32).25" X 3" (1)f" BOLTS S20 SIMPSON HDU4-SDS2.5 WOOD 4565 1215 1520 (10) .25 SDS X. (1)f" BOLTS S21 SIMPSON HDU5-SDS2.5 CONIC, 5645 1215 1520 (14) 10 SOS X 2-5 (1)1" BOLTS A -T� NOTES: 1.) CONTRACTOR TO VERIFY USE OF COMPATIBLE HARDWARE WITH PRESSURE TREATED WOOD USED IN CONTACT WITH 2.) CONTRACTOR TO VERIFY SIZES OF ALL CONNECTORS FOR PERFECT FIT 3) CONTRACTOR TO SUBMIT TRUSS ENGINEERING TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING TRUSSES OR CONNECTORS. ATTIC VENTILATION CALCULATIONS TOTAL ATTIC AREA = 3685 SO. FT Xw X 3665 - 24.30 SQ. FT 3" SOFFIT VENT CONTINUOUS =15 SQ. IN. / FT. ( .104 SQ. FT PER FOOT) 24.3 / .104 = 174 UNEAR FT REQUIRED OF 3" VENT U- I00D/ n -son F2 -300 Fl F2 -300 U- 10000 FI —300 FR -300 2 CONNIE S S3 U- 10000 n -D=O FZ —300 U. F2 _30p S3 u- IoDW n -s6= F2 -J00 ARCHITECTS GENERAL CONTRACTORS A. ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SEANCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ =b0 ADVANCED DESIGN k BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECRCATIONS ARE TO BE MADE ARCHITECT: BERNAKU JONES ARCHIT I SEAL DATE: CLIENT: CHERRIE LAFOND HOUSE PROJECT ==I= ADDRESS: R00= FRAM NG PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT j SCALE: { INCH REVIEWED FOB; CODE COMPLIANCE ST. LUCIE COUNTY S-3 BOCC i to I r----- I 1 I I I I I I ,I .I I I I I I L-------------------------------------------------------- J SUPPLY AIR DUCT SUPPLY AND RETURN DUCT PLENUMS TO BE MECHANICALLY ATTACHED TO THE AHU PER FBCR-M1601.4.1.6 AND PROPERLY SEAL air handler 6"CLEARANCE ALL AROUND UNIT BOTTOM MOUNTING " PLY. DECK BRACKET W/ (I)NO. 10 SCREW AT 12" OC 6"END (2) 16 DS EACH END AIR HANDLING UNIT CONDENSATE DRAIN PAN SEE CONDENSATE TRAP DETAIL FOR FLOA SWITCH OR AUXILARY DRAIN PAN PER FMC SEC. 307.2.3 D SCHARGE OF CONDENSATE PER SECTION 3 7 OF THE FMC AND SECTION 1503.7 OF F ORIDA B CODE 5 8" MOISTURE RESISTANT (GREEN BOARD) D YWALL ALL SIDES OF RETURN AIR DUCT RETURN AIR DETAIL AT AHU STAND EXTERIOR A/C UNIT 4 INCH SLAB (MIN) TIE —DOWN A/C CONDENSOR UNIT W/ (6) Y4 DIA. X 1.5" EMBEDMENT TAPCON CONCRETE SCREWS 0 ALL 4 CORNERS AND (6) NO. 10 S.S SHEET METAL SCREWS THRU 18 GUAGE STRAP TO A/C UNIT FRAME OR (2) 3/8" X 4" EMBEDMENT WEDGE ANCHOR TO SLAB AIR CONDIT10NING SYSTEM SCHEDULE AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAINLINE ACCUMULATE WATER. (NOT REQUIRED �IF SECONDARY DRAIN PAN IS USED) 12" EXTENSION PIPE WITH THREADED CAP AT END VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT j CLEAN OUT AT LEAST 1" ABOVE FLOAT SWITHC TRIPPING HEIGHT IN SECONDARY DRAIN 4 2 PAN. PREMANUFACTURED TRAP AT 3" DEEP WITH CLEANOUT IS CONDENSATE TRAP DETAIL ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN-BUILDING. COM THESE DRAWINGS AND SPECIFlCA7IDNS ARE INSTRUMENTS OF SERMCE AND ARE THE PROPERTY OF \'S ROUND HILL DEVELOPMENT GROUP, INC./ Eba ADVANCED DESIGN k BUILDING, THEY ARE NOT TO BE USED ON ANY OTHER PROP CTS OR EXTENSIONS OF THIS PROJECT c' EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECRCATIONS ARE TO BE MADE '») WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT CROUP. ARCHITECT: BERNARD JONES ,( Off•' ��N�S 2P /' nCP rn; w / �� ; �; SEAL: ` m COI. sj V DATE: REGIS'� CLIENT: CHERRIE LAFOND HOUSE PROJECT ADDRESS: MECHANICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: A INCH M-1 AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAINLINE ACCUMULATE WATER. (NOT REQUIRED �IF SECONDARY DRAIN PAN IS USED) 12" EXTENSION PIPE WITH THREADED CAP AT END VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT j CLEAN OUT AT LEAST 1" ABOVE FLOAT SWITHC TRIPPING HEIGHT IN SECONDARY DRAIN 4 2 PAN. PREMANUFACTURED TRAP AT 3" DEEP WITH CLEANOUT IS CONDENSATE TRAP DETAIL ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN-BUILDING. COM THESE DRAWINGS AND SPECIFlCA7IDNS ARE INSTRUMENTS OF SERMCE AND ARE THE PROPERTY OF \'S ROUND HILL DEVELOPMENT GROUP, INC./ Eba ADVANCED DESIGN k BUILDING, THEY ARE NOT TO BE USED ON ANY OTHER PROP CTS OR EXTENSIONS OF THIS PROJECT c' EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECRCATIONS ARE TO BE MADE '») WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT CROUP. ARCHITECT: BERNARD JONES ,( Off•' ��N�S 2P /' nCP rn; w / �� ; �; SEAL: ` m COI. sj V DATE: REGIS'� CLIENT: CHERRIE LAFOND HOUSE PROJECT ADDRESS: MECHANICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: A INCH M-1 OUSTING LEGEND WALL MOUNT FIT 0 SUPPRESSION HOW y �UNG NILI.PENOANT LAMP(HEA PENDANT _i° SWITCH LETTER ANEW EXISTING ADDED FIRE HF.SPRINLER IGZR EADHSUEEIDN ORECESSED ® MAKE UP AIR UGHT CEILING RETURN AIR DRILL£ SURFACE MOUNT 1 X 4 FLUORESCENT SUPPLY S ' C 0 64. REGISTER 2 % 4 FWd2ESCE T W � UNO FAN IEMT SGN/WMGENCY LIGHT COMBO 0 EXHAUST FAR EXIT IF SOU - WYM 3 SWITCH WAY PANE EMERGENCY UGHTING /0l OIRCUIT N0. P� FIRE ALARM PULL STATION GROUND TYPE DUPLEX RECEPTACLE 120V-20AMP INTEGRAL FAULT GR INTERRUPT PROTECTION CO COMBINATON /VISEE STRWE GROUND TONE DUPLEX REOPTAQE120V-20AMP WEAINERPNOOF TYPE W-CANDELA WP GROUND TYPE 9NGLE RECEPTACLE 120W20AMP +10'AFF UN-- NOTED OTNERWMSE ® GROUND TYPE DUPLEX RECEPTACLE 120V - 20 AMP MOUNTED IN CEILING /\11lYll/1 LLL��I GROUND TYPE DUPLEX OUTLET 120V-2WMP +1B'AFF U.N.O. L1 GROUND TYPE DOUBLE DUPLEX RECEPTACLEMOUNTED T-A-TFr{TIJ}' IN TWO GANG OUT.ET BOX AT 1X'AFE UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX 120V-20AMP MOUNT ABOVE ®WA 1SUMY SPECIAL PURPOSE OUTLET (FFIX INDICATES AMPS) .PU CODNTER OR AT HEAT NOTED OC 22DV COYMDNICTWS OUTLET a //��'''''' 3 WIRE 1 OR 4 WIRE 3/ SPECIAL RPOSE OUTL (SUFFIX INDICATES AMPS) SECURITY .NNCTON BOX ks SATELITE RADIO El TV OUTLET SRA ANTENNA SECURITY KEY PAD CONDUIT THRU WML $MOUE DEIECTC1 0 (PHOTOEIFCTWC) WIRELESS , TELEPHONE WAD ACCESS OUTLET POINT CM CARBON NONCOM PUBUC ADDRESS/INTERCOM EMERGENCY SPEAKER (WUNG MOUNT) CAUL PUSH BUTTON O (INTEGRATED TO SECURITY SYSTEM) S ° � wFNx INDICATES MICROPHONE OUTLET (MICROPHONE SYSTEM) ❑a PUBLIC ADDRESS/INTERCOM S SPEAKER (WALL MOUNT) _ fflx INDICATES °SUFFIX INDICATES gRo V SECURITY CAMERA m SECURITY MOTION SENSOR T THERMOSTAT OS POINT OF SERVICE 10B 10 BASE T WIRING �S SP WIRE POINT AT NG ® SPEAKER VOLDMN ® RESTROOA A/C SUPPLY ® RESTROIM EXHAUST FAN AIR DIFFUSER F------------------------------------------------------ I I I I I 1 r--- it I ,I •I I I I I I I I I I I I I J SPECIFICATION: MAIN BUS RATING: VOLTAGE: SQUARE ELECTRICAL MAINS: LUGS ONLY 200 AMPS LOCATION: LIVING RM 120/240, 1-PH, PANEL " A MOUNTING: FLUSH MOUNT 3-WIRE AMPS POLES TOTAL VA WIRE SIZE DESCRIPTION CKT. NO. CKT. NO. DESCRIPTION WIRE SIZE TOTAL VA POLES AMPS 20 1 1500 12 GENERAL LIGHTING 1 2 SMALL APPLIANCES 12 1,500 1 20 20 1 1500 12 GENERAL UGHTING 3 4 SMALL APPUANCES 12 1.500 1 20 60 2 (10.000) 6 AHU HEAT STRIP /1 5 6 DRYER 6 5000 2 60 7 8 40 2 e ACU #1 9 10 COOK TOP 6 8000 2 40 11 12 50 1 2 12.000 1 6 WALL OVEN 13 14 LIVING ROOM UGHTING 12 1,500 1 20 15 16 LIVING ROOM POWER 12 1,500 1 20 25 2 4500 8 WATER PUMP 17 18 SMOKE DETECTORS 12 1,000 1 20 19 20 BATH GFFS 12 1,500 1 20 20 1 1.500 12 WASHER 21 22 EXTERIOR GFI'S 12 1,500 1 20 20 1 1,200 12 DISHWASHER 23 24 DINING/BREAKFAST LTG. 12 1500 1 20 20 1 1,000 12 GARBAGE DISPOSAL 25 26 KITCHEN LIGHTING 12 1000 1 20 20 1 1500 12 REFRIGERATOR p1 27 28 BATH LIGHTS 12 2,000 1 20 20 1 1,500 12 MICROWAVE 29 30 BEDROOM POWER 12 1500 1 20 15 1 419 12 FOYER/ENTRY 31 32 SPARE 15 1 1000 12 EXTERIOR GFI 33 34 SPARE 35 36 37 38 39 40 41 42 SUBTOTAL 31519 TOTAL LOAD(WATTS)= 58519 WATTS "000 SUBTOTAL DEMAND LOAD CALCULATIONS TOTAL GENERATED CALCULATED LOAD FIRST 10 KW 0100R : 5851910,000 REMAINDER ® 40% : 19407 A/C 10 KW 0100% 10,000 CURRENT PER PHASE = TOTAL LOAD (VA) / (240)� 164 AMPS 39,407 200 AMP SERVICE ' VERIFY ALL EQUIPMENT LOAD BREAKER AND WIRE SIZES PRIOR TO INSTALLATIONS OPANEL A ELECTRIC M.C.B. METER 200 AMP 200 AMP SERVICE 3 #2/0 IN 2': C. UNDERGROUND') NDERGR UND SERVICE #2 CU IN 1.5' CONDUIT GROUNDING ELECTRODE LIFER GROUNDING PER NEC 3 POINT GROUND FIELD I�I ATTACHED TO #5 FOOTING STEEL ENCASED IN CONCRETE FOOTING FOR II I MIN 30 FEET UNDERGROUND COLD WATER PIPE(CU) CONCRETE ENCASSED ELECTRODE ELECTRICAL RISER DIAGRAM _ NTS NOTES; 1. ALL UVING, BEDROOM, AND OTHER REQUIRED RECEPTACLES TO BE ARC -FAULT PROTECTED AND TAMPER PROOF PER NEC. ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-B000 W W W. AD VAN CED-DESIGN-BU ILDI N G. COM THESE DRAWINGS AND SPECIFICATIONS ARE s INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF �J ROUND HILL DEVELOPMENT GRWP, INC./ db° ADVANCED J DESIGN k BUILDING. THEY ARE NOT TO BE USED ON V ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY MITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPEMCATIWS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERN 0",-_ S JONES off.` ARC &T lz' ; to W lu � UN• A $� SEAL G K R CLIENT: CHERRIE LAFOND HOUSE PROJECT ELECTRICAL PLAN I REVISIONS: 2I" VTR )Il 3 " VTR SANITARY RISER DIAGRAM 1ST FLOOR ji � 12" 1Y FT SANITARY FROM BUILDING ISOMETRIC KEY NOTES L4 SOUX CHIEF WATER AMMER ARRESTOR #660 TYPICAL WATER HAMMER ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES PER FBC RESIDENTIAL CODE P903.5. (TYPICAL) A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN-BUILDING. COM THESE DRNMNGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERMCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Cbu ADVANCED DESIGN h BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT WIT .„ EXCEPT BY WRITTEN AGREEMENTS H ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPEORCATIONS ARE TO BE MADE WITHOUT OBTAINING WITTEN PERMISSION FROM ^, ROUND HILL DEVELOPMENT GROUP. �R ARCHITECT: BERNA p�- JONES �. ARCLu:TQa Dt hA�m' s z SEAL: N ` m 4O r T .M DATE: • , ' REG�`'f� CLIENT: CHERRIE LAFOND HOUSE PROJECT ADDRESS: PLUMBING RISER DIAGRAMS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: {j INCH I STRUCTURAL NOTES: 1. THE DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE - 2017 EDITION AND REFERENCED CODES AND SPECIFIATIONS SHALL BE THE LATEST AT THE TIME OF PERMITTING. 2. BASED ON ANSI/ASCE 7-10: BASIC WIND VELOCITY = 170 MPH OCCUPANCY CATEGORY = II EXPOSURE C 3. ROOF DESIGN LOADS: DEAD LOADS: 25 PSF LIVE LOADS: 30 PSF SEE ROOF FRAMING PLAN FOR UPLIFT DESIGN LDS. 4. FLOOR DESIGN LOADS: DEAD LOADS 25 PSF LIVE LOADS 40 PSF 5. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STREGNTH OF 3000 PSI A 28 DAYS WITH MAXIMUM SLUMP OF 4" 6. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615 GRADE 60 , FABRICATED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH LAP SPLICE A.C.I. 318-02 SEC. 12.2.3, 30.5" MIN. 7. CONCRETE COVER UNLESS NOTED OTHERWISE ON DRAWINGS TO BE: COLUMNS AND BEAMS ( TO THE TIES): 1.5" GRADE BEAMS" 3" EXTERIOR SLABS ON GRADE: BOTTOM: 1.5" TOP: 2" ABOVE. LAP 36 BAR DIAMETER OR MIN OF 18 8. COLUMN REINFORCEMENT: DOWELS TO BE 48" INCHES , U.N.O. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD HOOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NON CONTINUOUS COLUMNS. SAME SIZE AND NUMBER AS VERTICAL REBARS 9. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES ( SEE ANY BEAM DIAGRAMS) BOTTOM BARS TO BE SPLICED ONLY AT SUPPORTS, TOP BAR SPLICES ONLY AT MID SPANS. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES U.N.O. ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AT REQUIRED. 10. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS IN FOUNDATION AND BEAMS BENT 36 INCHES MINIMUM EACH WAY AT "L" AND "T" CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BARS( TOP, INTERMETIATE, BOTTOM REBARS ) 11. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE -BEAM AND COLUMN REQUIREMENTS. 12. SOIL STATEMENT: THE NATURE AND CHARACTER OF THE SOIL CONDITION BENEATH THE STRUCTURAL FOUNDATION HAS BEEN PRESUMED TO HAVE AN ALLOWABLE BEARING CAPACITY OF 2,500 PSF AT THE TIME OF CONSTRUCTION STRUCTURAL WOOD TO CONFORM TO RULES OF THE IANUFACTURER'S ASSOCIATION ULNDER WHOSE ULES THE LUMBER IS PRODUCED(SEE SUPPLIER'S PECIFICATIONS). TO BE AIR DRIED , WELL SEASONED AND TRADE MARKED AT MILL. TO BE NO. 2 SOUTHERN PINE ALL STUCTURAL WOOD TO BE SURFACED (4) IDES (S-4-S) WITHA MINIUMN FIBER STRESS IN ENDING OF 1,200 P.SI. AN DA MAXIUMUM IOISTURE CONTENT OF 19 PERCENT. . ALL LUMBER AND PLYWOOD IN CONTACT WITH ONCRETE, STUCCO, MASONRY AND OTHER EMENTATIOUS MATERIALS SHALL BE TREATED TO :OMPLY WITH AWPA STANDARD LP-2. STORE ALL LUMBER ABOVE GRADE OR FLOOR STACK TO ALLOW PROPER AIR CIRUCULATION ,ND PROTECT FROM WETTING WITH SUITABLE OVER. REINFORCED MASONRY WALLS 1. HOLLOW LOAD BEARING MASONRY UNITS SHALL CONFIRM TO ASTM C-90, TYPE 1, GRADE N, SQUARE END, WITH MIN. AVERAGE COMPRESSIVE STREGNTH OF F'M = 1500 PSI 2.. SPEICAL INSPECTOR SERVICES REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR SHALL INSPECT THE PLACING OF REBARS IN CELLS , VERIFYING THE CLEANLINESS OF THE CELLS TO BE GROUTED AND OBSERVE THE PLACING OF GROUT OR CONCRETE INTO THE CELLS. 3. MORTAR SHALL CONFORM TO ASTM C- 270 , TYPE M OR S. 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING 5. USE OF ADMIXTURES ARE NOT PERMITTED 6. VERITCAL REINFORCING: A. ASTM A-615 PER REINFORCING SECTION B. VERTICAL REINFORCING STEEL WILL BE 3 IN. METAL TOP/ CENTERED ON THE CELL WITH LAP OF 48 BAR DIAMETERS. RUNNER C. VERTICAL REINFORCEMENT IS REQUIRED AT ATTACHED WITH 2 1.25" EACH SIDE OF AN OPENING IN WALL, AT DRYWALL SCREWS EACH INTERSECTIONS, CORNERS AND ENDS. TRUSS REINFORCING SHALL BE AS SPECIFIED OR MIN. NO. 5 BARS 1/2 INCH HORIZONTAL REINFORCING: PROVIDE #9 LAYER OF GAGE, LADDER TYPE HORIZONTAL JOINT DRYWALL REINFORCING EVERY SECOND BLOCK COURSE (1'4" NON WET HOOKED IN TO THE BOND BEAM AT NON - SIDE CONTINOUS END OF REBARS 18 GAUGE 31 IN. D. ALL VERTICAL REINFORCING SHALL BE METAL STUDS AT 16 IN. O.C., NON REQUIRED FOR LIFTS HIGHER THAN 5 FEET, MAX. BEARING, 1j IN. ( #6) "L"INTERSECTIONS. ANCHOR TO COLUMNS WITH SCREWS AT 8 INCHES LIFT TO BE 8 FT ON H. O.C. EDGE/ MINIMUM 4" EXTENSION INTO COLUMN POURED AREA 8. PROVIDE " DOBE TAIL ANCHORS AT 16 3j IN. BOTTOM RUNNER INCHES ON CENTER FOR ALL MASONRY PLACED ATTACHED TO EXISTING ADJACENT TO ALREADY IN PLACE COLLINS SLAB WITH TWO 1" INCH 9. CELL FILING CONCRETE SHALL BE "PEA DOCK" EMBEDMENT HILTI PINS CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH AT 16 INCH O.C. (OR f'C= 3,500 PSI MIN. AT 28 DAYS. TWO " 3/6" TAPCONS 10. LINTELS: THE CONTRACTOR SHALL PROVIDE WITH 1" EMBEDMENT TO PRECAST CONCRETE LINTELS PER SCHEDULE SLAB) WOOD TRUSSES THE BUILDING CODE REQUIRES THE ENGINEER OF RECORD TO INCLUDE WITH ALL RECORD PLANS COMPLETE TRUSS FRAMING PLANS, INCLUDING CONNECTIONS AND LOADING DATA, TO THE BUILDING DEPARTMENT FOR PERMIT . THE TRUSS DESIGNER DELEGATED ENGINEER MUST FOLLOW THE LAYOUT TO THE TRUSSES AND GIRDER TRUSSES AS SNOWN ON THE STRUCTURAL FRAMING PLAN . IN THE EVENT THAN THE TRUSS DESIGN ENGINEER REQUIRES A CHANGE IN THE LAYOUT , HE MUST CONTACT THE ENGINEER OF RECORD (AS SOON AS POSSIBLE AND DURING THE DESIGN PHASE) AND PROVIDE THE PERTINENT INFORMATION (LOCATION AND MANGINTUDE OF LOADS) TO THE ENGINEER OF RECORD. IN THE EVENT THAT SUCH COORDINATION DID NOT TAKE PLACE , PRIOR TO PERMITTTING OF THE PROJECT THE OWNER OR CONTRACTOR SHALL PROVIDE TRUSS SHOP DRAWINGS, FOR THE A/E REVIEW, PRIOR TO START OF FOUNDATION CONSTRUCTION. THE STRUCTURAL FRAMING PLANS OF RECORD WILL BE MODIFIED TO INCLUDE ALL THE INFORMATION CHANGED ON THE SHOP DRAWINGS, AND NEW FRAMING PLANS ISSUED (AT AN ADDITIONAL COST). NO FOUNDATION WORK SHALL BEGIN BEFORE THE STRUCTUAL ROOF AND FLOORS TRUSS FRAMING PLANS HAVE BEEN VERIFIED AND COORDINATED WITH THE ENGINEERED TRUSS SHOP DRAWINGS. 1. DESIGN AND FABRICATED IN ACCORDANCE WITH " NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENERS" BY NFPA. 2. TRUSSES DESIGNED AND SEALED BY FLORIDA REG. ENGINEER AND THEY SHALL BE DESIGNED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, INCLUDING THE PERMANENT BRACING. 3. TRUSS ENGINEER SHALL INDICATE THE NET WIND UPLIFT REACTIONS FOR EACH TRUSS AND GIRDER TRUSS. EACH TRUSS SHALL BE STRAPPED TO THE SUPPORT WITH A HURRICANE CONNECTOR (AS DETAILED ON THE PLAN). 4. THE TRUSS ENGINEER SHALL PROVIDE INFORMATION AND SHOW ON THEIR LAYOUT ALL LATERAL BRACING REQUIRED OF ANY TRUSS AS REQUIRED BY THE TRUSS PLATE INSTITUTE. 5. ALL TRUSSES TO BE INSTALLED WITHIN THE OUT OF PLANE OR PLUMB TOLERANCES DICTATED BY THE TRUSS PLATE INSTITUTE. 6. INTALLATION OF TRUSSES LONGER THAN 35 FT OR HIGHER THAN 6FT IN HEIGHT SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A LICENCED STRUCTURAL ENGINEER OR ARCHITECT. Concrete Slab YPICAL PARTITION WALL AT WET ALLS OF BATHROOM 3j IN. METAL TO PP/ RUNNER ATTACHED WITH 2 1.25" DRYWALL SCREWS EACH TRUSS " FIRECODE AT GARAGE SIDE 25 GAUGE(.015 IN. THICK) , 3j IN. METAL STUDS AT 24 IN. O.C., NON BEARING, 1 j IN. ( #6) SCREWS AT 8 INCHES O.C. EDGE/ 31 IN. BOTTOM RUNNER ATTACHED TO EXISTING SLAB WITH TWO 1" INCH EMBEDMENT HILTI PINS AT 16 INCH O.C. (OR TWO " 3/16" TAPCONS WITH 1" EMBEDMENT TO SLAB) STRAP 80 N, EACH 2 D NAILS -CERAMIC TILE WALLS TO MINIMUM 6 FT ABOVE FINISH FLOOR CcICreteISlab TYPICAL PARTITION WALL J"CEMENTIOUS FIBERE BACKER BOARD PER R 702.4.2 TILE PORTLAND CEMENT MORTAR fBED SLOPE TO DRAIN 1/2 INCH LAYER OF DRYWALL EACH SIDE OPTIONAL 3 INCH SOUND ATTENUATION BLANKET OR R-11 AT GARAGE AMIC TILE 6 CING ON ANS :LUMBER OR DOUBLE HEADER OR TRIPLE PER PLAN W/ 2 X 12 W/ 1/2' PLYWOOD CORE 12 DS AT 4.O.C. SIMPSON MSTA 18 14-10DS (TYPICAL) MID HEIGHT BLOCKING 12D NAILS O ).C.-TYPICAL AT JACK STUDS BOTH SIDES 5/8• X 6' EMBEDMENT WEDGE ANCHOR OR J-BOLT AT 24"O.C./e' FROM ENDS PRE ENGINEERED ROOF TRUSSES AT 24 INCHES ON CENTER 2 X; BRACING AT 48" O.0 WITH 2 -12 D NAILS EACH PT. WIND DESIGN DATA STUCCO. CLADDING, DOORS AND WINDOWS: ZONE 4: +48.7 PSF MAX., -50.6 PSF MIN ZONE 5: +49.4 PSF MAX., -54.3 PSF MIN END ZONE WIDTH: 4 FT O/H GARAGE DOORS: +33.6 -38.9 THE ULTIMATE WIND SPEED WAS USED TO DETERMINE THESE COMPONENT AND CLADDING PRESSURES. ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED FROM WIND BORNE DEBRIS AS PER SECTION 1609.1.2 FBC 2017 THE SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIND EFFECTS AS PER SECTION 1609.1.1.1 OF THE 2017 FBC. COMPONENT AND CLADDING DESIGN PRESSURES• THE EXTERIOR SHELL OF THIS BUILDINGS ENVELOPE IS DIVIDED INTO 5 DIFFERENT ZONES AS SHOWN IN THIS DIAGRAM: 3 / �� // ✓/ �/ Q /X 3 �/ �,� O1, © I 5 1 33 ® I O1 I ® I �p I 1 2'-0" OVERHANG UNLESS EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE D RING SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT O.C. EDGE AND 6" FIELD RETURNS PRIIOR TO ORERING CONNECTOR PER TRUSSES) 2 X 4 LATERAL BR) PER TRUSS LAYOUT PT FIRE 5 8" FIRE BLOCKING CODE DRYWALL CLG. 1 X 4 PT FIRE BLOCKING o 8 ' 0" AFF 1/2 DRYWALL ON PT FURRING STRIPS WITH R- 4.1 FOIL INSULATION 8"X 8" FILLED -CELL W/ VERTICAL REINFORCING PER PLAN 8 " CONCRETE BLOCK WITH VERTICAL REINFORCING PER PLAN CONCRETE SLAB PER PLANS FORMED AND POURED MONOLITHICALLY WITH PERIMETER FOOTINGS r 2 X 8 FASCIA OIL 10"-0" A.F.F. \lFor PER BEAM PLAN 7/8 INCH HI -RIB LATH AND STUCCO SOFFIT WITH 2' CONTINUOUS SOFFIT VENT BOND BEAM : 2 COURSES OF 8" W/ (1) NO. 5 EACH COURSE ------STUCCO FINISH (PER BEAM/COLUMN PLAN11 ) MIN. OVERLAP OF VERTICAL REINFORCING 48" HORIZONTAL LADDER TYPE REINFORCING EVERY 16" O.C. (TYPICAL) 1.5" RECESS 1.0 " STEP AT FRONT DOOR �ELEV. F.F. PER PLANS 4" 1 0'-0" A.F.F. TYPICAL WALL SECTION 3/4" SCALE MARBLE SILL DRYWALL BOARD CAULKING ALUMINUM FRAME, SET IN CLEAR SILICONE & I FASTEN W/ 25 INCH TAPCONS AT 12 O.C. MORTAR 6" MAX. FROM ENDS BED SILL FLASHING ' 1 X 4 PT BUCK PERIMETER SEALANT TUCCO FINISH POURED SILL (6"MIN) NO. 5 BAR I SILL DETAIL (WINDOW) -LASHING DETAIL FOR WINDOWS IN MASONRY/ D.ONCRETE CONSTRUCTION: BUCK TO SET IN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING TO ;ONCRETE/MASONRY STRUCTURE ?.) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN NSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASOR' \ND :ONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) 5.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR AANUFACTURERS REQUIREMENTS ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS CONC. OR MASONRY 2x6 P.T. ATTACHED TO COLUMN W/ 1/2" A.B. 0 2'-0" O/C VERT. (6" MAX. FROM ENDS) GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16"x1-1/4" LAG SCREWS 1/4"-20x1/2" CARRIAGE -BOLTS & LOCK NUTS JAMB DETAIL (OHD) ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS ® 12 0/C. MIN. 1-1/4" STUCCO FINISH CONC. OR MASONRY 1x4 MIN. P.T. BUCK SET IN SEALANT AND NAILED W 1-1/2" CASE HARDENED C IL NAILS AT 12" 0/C. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) CBS WALL STUCCO FINISH -2x6 P.T. BUCK SET IN 1/4' SEALANT FASTEN W/ (2) .25" TAPCONS ® 12"0.( (6 INCHES FROM ENDS) -DOOR TRIM -DOOR FRAME PER PRO. AP FASTEN TO BUCK W/ 2) #6 x 2" LG. P.H. SMS CREWS ® 12" 0/C' - DOOR TRIM -SEALANT (TYP.) DOOR TRIM HEAD/JAMB-p�OjQR) ADVANCED DESIGN 8 BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Eb° ADVANCED DESIGN h BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS NTH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATIONS ARE TO BE MADE WITHOUT CBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BEF-Ni JONES SEAL: DATE: L F Qom 6 / o Or CLIENT: CHERRIE LAFOND HOUSE PROJECT ADDRESS: DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: INCH D I ST. LUCIE COLwl BOCC PRE ENGINEERED - ROOF TRUSSES AT 24 INCHES ON CENTER METAL ROOF PER PRODUCT APPROVAL 2'-0" OVERHANG UNLESS " EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE D RING SHANK NAILS AT 4 CONFIRM LEVEL OR SQUARE CUT O.C. EDGE AND 6" FIELD RETURNS PRIOR TO ORERING CONNECTOR PER TRUSSES ) SCHEDULE-7 / r 2 X 8 FASCIA PER BEAM PLAN FRONT ALL EXTERIOR CEILINGS AND SOFFITS ARE HI —RIB LATH AND STUCCO 7/8 INCH HI -RIB LATH FASTENED TO TRUSSES OR STRUCTURAL MEMBERS PER ASTM C1063 WITH BENT 6D COMMON NAILS, STANDARD ROOFING NAILS OR Y4" BRIDGE STAPLES AT 4"O.C. EAR PORCH 8" X 11 811 . CURB #5 q I� 16"X18" CONTINUAQ S MONOLITFH� (1) o Ti) #5 # =CTION 3/4" SCALE Ir 12" MIN SOIL TO BOTTOM OFF FOOTING CURB DETAIL AT EXTERIOR GARAGE WALL (1) NO. 5 BAR IN CONCRETE FILLED BOND BEAM BLOCK TYPICAL BEAM STEP IN ELEVATION DETAIL (1) NO. 5 BAR IN CONCRETE FILLED BOND BEAM BLOCK (1) NO. 5 BAR VERICAL W/ 10" BEND AT TOP AND BOTTOM 8" X 8" CONCRETE FILLED BLOCK CELL ADVANCED DESIGN It BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED—DESIGN—BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Eba ADVANCED DESIGN k BUILDING. THEY ARE NOT TO BE USED ON C= ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS'MTH ROUND HILL =� DEVELOPMENT GROUP. NO DESIGN CHANGES MHICH ALTER THE INTENT Cci OF THESE DRAWINGS OR SPEORCATIONS ARE TO BE MADE MAHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES SEAL' DATE: CLIENT: CHERRIE LAFOND HOUSE PROJECT ADDRESS: DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH REVIEWED FOR D-2 CODE COMPLIANCE ST. LUCIE COUNTY BOCC