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DRAWINGSABBREVIATIONS CENTERLINE 7 2613 1g�1 �1 p� fig. 1 LOT 39 LOT 38 LOT 37 6' WOOD FENCE j 6' EASEMENT -N89 33 57" E - 55.00'- U tv SET 1120 IRON ROD SET 1/2" IRON ROD AND CAP (LB 6788) AND CAP (LB 6788) .c ti M ui L6 .5' 39.84' 0 N LOT 46FORMBOARD ��36 0 LOT 48 TOP OF FORD N � SN `t ELEVATION =20.02' N FOUND 2`x2' CONCRETE MONUMENT AT BLOCK CORNER FOUND 2'x2' CONCRETE MONUMENT �- N89°26'35"E 220.04' (PLATIMEASURED) NORTH RIGHT OF WAY UNE (ASSUMED BEARING BASE, SET 1/2' IRON ROD AND CAP (LB 670) 55.02' (MEASURED) 55.00' (PLAT) 0- 5.00' SOUTH EAFT CORNER t 5� 1.99' _ ;2.01 OF LOT 48 (OPEN) 14.80' 6` - FOUND 1/ "IRONRo & CAP (ILLEGIB OFF ET 2' E ST SET 112" IRON ROD AND CAP (LB 6788) 56.98' (MEASURED) 55.00' (PLAT) N89 °26'35"E 5.00' �' v 51 ET MAG NAIL o 11 BENCHMARK # 1 N X123 N 2 ONE__L�1/ATION 17.50' "6_ 1.` SW 2nd SAVE UE -11 T CENTERLINE 50' RIGHT OF WAY ASPHALT 413 SW 2ND AVENUE BOYNTON BEACH, FL 33435 FLOOD ZONE: "C" Panel No: 120196 0003 C Date: SEPTEMBER 30, 1982 1. PBG HOMES, LLC LEGAL DESCRIPTION: LOT 47, ADDITION NO. 1 TO BOYNTON HEIGHTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN THE PLAT BOOK 4, PAGE 7 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SURVEYORS' NOTES: I. I HEREBY CERTIFY THIS SURVEY MEETS STANDARDS OF PRACTICE PURSUANT TO FLORIDA STATUTES. 2. THE SURVEY MAP AND REPORT AND THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3.' UNDERGROUND OR OBSCURED IMPROVEMENTS WERE NOT LOCA TED. 4. DIMENSIONS ARE RECORD AND FIELD UNLESS OTHERWISE NOTED. 5. STATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6. THIS FIRM'S CERTIFICATE OF AUTHORIZATION NUMBER IS LB 6788. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. SURVEY SUBJECT TO RESERVATIONS, RESTRICTIONS, EASEMENTS AND RIGHTS-OF-WAY OF RECORD. (UNLESS A TITLE REVIEW, COMMITMENT REVIEW, OR OWNERSHIP AND ENCUMBRANCE REVIEW IS PRESENT ON THE FACE OF THIS DOCUMENT, THIS SURVEY HAS BEEN COMPLETED IN THE ABSENCE OF A TITLE INSURANCE POLICY). 9. LOCATION MAP IS GLEANED FROM ONLINE MAPPING SITES AND AND IS ONLYAPPROXIMATE. 10. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88) AND WERE ACQUIRED USING GPS DATA COLLECTION_. 11. CITY WATER AND SEWER AVAILABLE NN X04 A rE F PROPESSI NAL LAND SURVEYOR AND MAPPER FLORIDA CERTIFICATE No. 5044 S16090925 FORMBOARD PP CD 03-15-17 UPDATE SP 12-23-16 ADD ELEV JPM CD 10-28-16 SITE PLAN CD 10-12-16 BOUNDARY SURVEY PP/DE CD 10-10-16 JOB# PURPOSE FIELD DRAFT DATE CONSTRUCTION TIE-IN SURVEY PM SURVEYING LICENSED BUSINESS No. 6788 4546 CAMBRIDGE STREET WEST PALM BEACH, FL 33415 OFFICE 561-478-7764 FAX 561-478-1094 Fcfl�cccooccoo _� (� CON GS W LO W O W C� CN'y O O O Q Qi F Y �t_ 1=+- 1+� Z iii Z /�y�' moi' 4, p Vj W cn � 0 j p di: U_Q z Sr W � ¢ C/)IS > C `if Z W ct Cry Z oa000 W c ¢ U. 3 - Woo v cn v v c ca U) Luh W U � r= co Z cp co LL: X¢ cr�Q w Z ¢ am u_ u. Z �'�/ v) MLO LO OU 0ti Z O k0 L.f.. LU y u `+. W f W tip O t._Uw O wp (o O Vi O zZ uu co'Zui �. 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ALL WORK SHALL BE IN ACCORDANCE WITH THE 5th ed. 2014 FBC RESIDENTIAL CODE AND LOCAL AMENDMENTS, NFPA 101. NOTHING CONTAINED IN THIS SPECIFICATION OR SHOWN ON PLANS SHALL BE CONSTRUCTED AS TO CONFLICT WITH ANY LOCAL MUNICIPAL OR STATE LAW OR REGULATION. ATION. ALL SUCH LAWS OR REGULATIONS ARE HEREBY MADE PART OF THIS SPECIFICATION AND THE PLANS ARE THE MINIMUM THAT WILL BE ACCEPTED. CONTRACTOR BEING REQUIRED TO MEET BUILDING AND FIRE DEPARTMENT REQUIREMENTS AS APPROVED BY THE OWNER. 2. ALL WORK SHALL BE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN DIMENSIONS WITH ALL SCALE DIMENSIONS BEING VERIFIED PRIOR TO USE. 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. 4. GENERAL CONTRACTOR SHALL REPORT ALL IRREGULARITIES AND DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH WORK. 5• CONTRACTOR SHALL GUARANTEE ALL WORK FOR ONE (1) YEAR AFTER DATE OF ACCEPTANCE BY OWNER. 6. ALL WINDOW AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOWS AND DOORS SUPPLIES. 7. ANY BLOCKING, NAILERS, FLASHING OR OTHER REQUIRED FRAMING MATERIAL SHALL BE INSTALLED AS REQUIRED AS IF THEY WERE ORIGINALLY DETAILED. 8. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION, THE ARCHITECT'S PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CONTRACTOR OF TOTAL RESPONSIBILITY AND HE SHALL IN ANY EVENT HOLD THE ARCHITECT HARMLESS FOR ALL LITIGATION ARISING FROM INJURY. 9. ALL STUCCO, METAL LATH, AND DRYWALL WORK SHALL MAINTAIN THE STANDARDS AS OUTLINED IN THE U..S. GYPSUM CONSTRUCTION HANDBOOK; ESPECIALLY IN REGARDS TO ACCESSORY PRODUCTS, SUCH AS, CONTROL AND EXPANSION JOINTS. CONSULT WITH THE ARCHITECT PRIOR TO INSTALLATION. WOOD CONSTRUCTION TES: 1. WOOD SPECIFICS : # 2 HEM -FIR SOUTHERN PINE OR SPRUCE PINE -FIR W/19 % OR LESS MOISTURE CONTENT. 2. ALL WOOD FRAMING/SHEATHING SHALL MEET PROVISIONS ON CHAPTER 23, FBC 2014, 3. ALL WOOD AGAINST CONCRETE OR MASONRY SHALL BE TREATED OR ISOLATED FROM DETERIORATION. E G R EZ'- '$"S W B DO W S TE: ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM TOTAL GLASS AREA OF 5.0 sq. ft. GROUND FLOOR WINDOW AND 5.7 sq. ft. SECOND STORY WINDOW THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE TWENTY-FOUR (24) INCHES, AND WIDTH TO BE TWENTY (20) INCHES. PNIOTE:'KITCHEN LAY- UT 1. SEE SHOP DRAWINGS FOR ACTUAL KITCHEN LAY -OUT. SUBMIT ALL SHOP DRAWINGS FOR REVIEW. 2. ALL PANTRY AND LINEN CLOSETS TO HAVE (4) WIRE SHELVES UNLESS OTHERWISE NOTED. 3. OWNER TO SELECT ALL COLORS AND FINISHES UNLESS OTHERWISE NOTED ON THESE DRAWINGS. NOTE: ALL PRODUCT ENCLOSING THE BUILDING ENVELOPE TO MEET FLORIDA PRODUCT APPROVAL 2 X 4 NOM. WOOD BLOCKING (3) 1-1/4" SELF ITAPPfNG SCREWS FIXTURE & ¢ + METAL SDS CABINET OR LOCATION CMU WALL ELEVATION _ NOTE: FIXTURES AND CABINETS (3) 1-1/4" SELF INSTALLED PER MANUFACTURER'S TAPPING SPECIFICATIONS. SCREWS PLAN REMOVE RETURN FOR BLOCKING AT CMU WALL USE AT WD. BLOCKING 1X4 P.T. SHOT TO WALL WITH HILTI XDNI'S AT 6" 0/C NOTE:ALL WOOD IN CONTACT W/ MAS. TO BE PRESSURE TREATED BLOCKING DETAIL_ F R HANGING FIXTURES AND CABINETS N.T.S. DESIGN CRITERIA CODES AND EDITIONS USED: FLORIDA BUILDING CODE EXISTING 2014 5th ed. NATIONAL ELECTRICAL CODE 2011 NEPA 101 2012 FLORIDA FIRE PREVENTION CODE 2012 OCCUPANCY CLASSIFICATION: GROUP R-3 - RESIDENTIAL (310.5 FBC); HAZARD CONTENT CLASSIFICATION: LOW RESIDENTIAL DOOR E D U LCCOMPONENTS & REQUIRE PRODUCT PP L EXTERIORS WINDOWS AND DOORS TO HAVE SHUTTERS S NO. 2 3 SIZE X 6'-8" 16'-0" X 7'-0" 3'-0" X 6'-8" MAT. MTL.CLAD OR3'-0" COMPOSITE MTL. CLAD SOLID CORE TYPE SWING EXT. OVERHEAD SWING VHDWE / 5 ORIZED AS MANUF. 4 NOTES W/ARCH ABV. RAISED PANEL W/ SPRING HINGE MFR. HURMA DAB DOOR Co. MODE FIBER 824/811 PRSSURES N +50/-50 +36/-44 FLO#A/1 7347 15371 4 2'-8" X 6'-8" WOOD SWING 2 30.0 -32.7 PSF ROOF OWENS CORNING PA110 DURATION J (2) 3'-0"x6'-8" WOOD BIFOLD AS PER MANUF. c 38" X 39" SH 23 3l.4/-,34-.0 PSF 6 2'-8" X 6'-8" WOOD SWING 3 SH2O0 239 D 27" X 39" SH H33 31.4 -34.0 PSF 7 2'-0"x6'-8" WOOD BIFOLD AS PER MANUF. 31.4/-42.0)PSF +48.5/-48.5PSF PGT SH2O0 239 8 (2) 2'-O"x6'-8" WOOD BIFOLD AS PER MANUF. 9 3'-0"x6'-8" WOOD BIFOLD S PER MANUF. 0 12'-0" X 8'-0" ALUM. EXT. SLIDING AS PER MANUF. PGT 2500 +43.1/-43.1 251 DOOR HARDWARE 1. LEVER HANDLE W/ LOCK ENTRY SET OR APPROVED EQUAL 2. LEVER HANDLE W/ PRIVACY LOCK OR APPROVED EQUAL 3• PASSAGE LATCH SET 4. LEVER HANDLE W/ LOCKSET 5, EXTERIOR DOORS SHALL BE WEATHERSTRIPPED AND PROVIDED W/ A THRESHOLD SEE A-2 FOR WDW & DR DETAILS DOORN TES 01. ALL CLOSERS TO BE LCN 4040 SUPER SMOOTHEE SERIES OR APPR. EQ. 02• PROVIDE WALL OR FLOOR MTD. DOOR STOPS FOR ALL DOORS 03. CONTRACTOR TO SUBMIT SHOP DWGS TO FOR APPROVAL PRIOR TO CONSTRUCTION 04. ALL HARDWARE TO BE BRUSHED ALUMINUM OR SATIN CHROMIUM SCHLAGE OR EQ. COMERCIAL GRADE 05. 1 1/2 PR. BUTTS. FINISH & STYLE TO BE SELECTED BY OWNER WINDOW SCHEDULE ALL EXT. COMPONENTS & CLADDING REQUIRE PRODUCT APPROVAL. ID SIZE TYPE DESIGN PRESSURES MANUF. DSGN. PRESSURES MANUF. MODEL NOA / FL# A 38" X 63" SH 25 30-07-32.7 P9F 30.0/-39.3 PSF +48.5/-48.5PSF PGT SH2O0 239 B 54" X 51" SH 34 30.0 -32.7 PSF ROOF OWENS CORNING PA110 DURATION 30 -OZ -39.3 PSF +48.5/-48.5PSF PGT SH2O0 239 c 38" X 39" SH 23 3l.4/-,34-.0 PSF 31.4/-42.0 PSF +48.5/-48.5PSF PGT SH2O0 239 D 27" X 39" SH H33 31.4 -34.0 PSF 31.4/-42.0)PSF +48.5/-48.5PSF PGT SH2O0 239 WALL LEGEND: 8" CMU WALL BEARING AT 9'-4" A.F.F. STUD WALL OR OPTIONAL METAL FRAMING TO CEILING. =� STUD WALL OR OPTIONAL METAL FRAMING W/R-11 BATT INSULATION E CALCU TI A/C LIVING: 1,592 SF GARAGE: 387 SF COVERED ENTRY: 63 SF TOTAL: 2,042 SF PALM BEACH COUNTY BLDG DEPT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT a I I _I I I I PRODUCTMANUF. MANUFR. DSGN. PRESSURES MODEL I I I FLORIDA # DESIGN PRESSURES MULLIONS PGT +40,-40 666066 261 +40,-40 ROOF OWENS CORNING PA110 DURATION 10674 +30.0/-32.7 I HAVE REVIEWED THE ABOVE COMPONENTS AND HAVE APPROVED THEIR USE IN THIS HOME. THEY PROVIDE ADEQUATE RESISTANCE TO THE PREDICTED MAXIMUM PRESSURES DUE TO WIND LOAD AND FORCES SPECIFIED BY THE CURRENT BUILDING CODE PROVISIONS. METAL ANGLE - ATTACH TO TRUSS W/ R-30 INSULATIO SCREWS AT 12" 0, TRUSS BOTTOM CHORD PLYWOOD 5/8" DRYWALL - 1'-9„ �-DECOR. TRIM MOULDING TTIC ACCESS SECTION SCALE 1-1/2" = 1'-0" PATIO :W �Q z m 20'-O" $" 12'-0" 6'-0" 14'-5"12'-2" 6'-9„ 26'-411 -- --------------- >9 ------ --- -------------------- -------- ----- --------------- A 25 S.HO I I � B 34 S. I ! K A A 0 -F -ED o � I I I in I I I I I I I I I I I i I I i I I I _ I N I co j EWH ` R-11 INSUL. WALL 22"x54" ATTIC ACCESS Iw• RANGE W1 MICRO 0 ABOVE II 0 FIT,: CommENT.S r�wls!oN �.>=vlsloN 2 a o t w, u I i� � �\ i I Z 0 I 3 �V) I p � I " cd - Y _ ------------7'-60'7' --- 7,-6» a I I _I I I I I I I I I I I I I I _ I I I I I I N 007 I I I I I I I I I I I )W -- O v� � II Iw• RANGE W1 MICRO 0 ABOVE II 0 FIT,: CommENT.S r�wls!oN �.>=vlsloN 2 a o t w, u I i� � �\ i I Z 0 I 3 �V) I p � I " cd - Y _ ------------7'-60'7' --- 7,-6» EI H $61-357-8884 $61-357-8825 FAX EI -MAIL - PEG1915@YAHOO-COM _T I _T _T I Till �1111111 11FIfl- EAM 1-J-1 -ULd____LL TOP OF BEAM rL ger-T 11 IT 11 i I IT ii TOP OFS 4"w. x 1 O"h - x 1 O"d. I LIL h PREFAB OUT LOCKER�, 9'-4" A.F.F TYP. WDW. (TYP.) N V -4 A7.17 -'RV- TYP. WDW. F W -O" A.F.F 8" SMOOTH STUCCO --4 A C BAND 8'-0- A.F.F 6" SMOOTH STUCCO BAND oil L --j ___ , -- TEMP'D OBSC. -A TCA EGRESS TEXTURED CEMENT EGRESS STUCCO FINISH Ell 0,-0- . . . . . .=_==?m=--. FIN. FLR. SLAB . . . .. . . . . . . . . . . . . . . . 0 _O" FIN. F6L..S EEO= LAB WIND DESIGN BASIS: ASCE 7-10, FBC 2014 ULTIMATE WIND SPEED: 170 MPH NOMINAL WIND SPEED: 132 MPH RISK CATEGORY 11 EXPOSURE B ENCLOSED INT. PRESSURE COEF: +/- 0.18 WALLP RESSURES: COMPONENT & CLADDING A A ZONE ZONE I. BLDG WIDTH A=,31-02) WALL ELEVATION HEIGHT FAO: NOM. WIND SPEED: 132 MPH ULT, WIND SPEED: 170 MPH SQ,FT. ZONE 4 ZONE 5 SQ,FT, ZONE 4 ZONE 5 PRESS,/SUCTION PRESS,/SUCTION PRESS./SUCTION PRESS,/SUCTION 10 31,4/-34.0 PSF 31,4/-42,0 PSF 10 52.0/-56,4 PSF 52.0/-69,6 PSF 20 30.0/-32.7 PSF 30.0/-39.3 PSF 20 -1 49,8/-54.2 PSF 149,8/-65,2 PSF 50 28,2/-30,8 PSF 28.2/-35,3 PSF 50 46,7/-51.1 PSF 46,7/-58.6 PSF 100 26,6/-292 PSF 26,6/-32,7 PSF 100 44,1/-48,5 PSF 44,1/-54,2 PSF Sfk"*ALE: '11/4"=V-0" SCALE- 1/4"=V-0" DOOR & WDW JAMB / HD / SILL DETAILS ALL FENESTRATION AND EXT. DOORS SHALL BE INSTALLED ALUM. FINISH AND GLAZING. APPR. BY OWNER AS PER PRODUCT APPROVAL; ADJUST AS REQUIRED ALL EXTERIOR WDW & DRS TO HAVE SHUTTERS CONC. MASONRY CONT. SEALANT ALUMINUM FILLED CELL UNIT 1"x P.T. FURRING MARBLE H WINDOW COLUMN ,IAMB -CAST LINTEL PRE DOOR FRAME SHIM SPACE LINTEL 0 HEAD j .:. 6 . ... — METAL CLAD DOOR CONT. SEALANT 2x4 P.T. BUCK STUCCO A AS PER /4 111 GROUT BED -r7=Tl STOOL SET IN AND PRECAST 1/2- FOIL BACKED PRE -CAST NISH FASTEN TO SILL ALUMN. THRES. PERIMETER SEALANT PRODUCT APPROVAL LINTEL CONT. SEALANT FASTEN TO J GYP BOARD R=4.2 —1 "x P.T. WD BUCK LINTEL WIY4"X3 STUCCO FINISH A" TAPCONS 0 1x6 P.T. BUCK YDRYWALL —RAISED BAND x P.T. WD BUCK 12" o.c. EXPANSION JOIL STUCCO FINISH /, ] k— SELECTEDis r ORNER BEAD PER ELEVATION I CASING N°'' CONT. SEALANT SEALANT AND 'o PGT (OR EQ.) FURRING DRIPII 4 CAULKING FASTEN TO BUCK 1: 4. . . : J'� S. HUNG WINDOW 1/4- SHIM SPACE 24" o.c. FILLED SILL WOOD FRAME M\__CONC OR MAS. W/SCREWS AS Q DOOR FRAME SET IN SEALANT ONT. SEALANT CAP BRICK MOLD PER PRODUCT SET IN CONT.FASTEN THRU BUCK W/ GROUT BED APPROVAL BED OF SEALANT TAPCORS AS PER I L PRODUCT APPROVAL CONCRETE SLAB A SINGLE HUNG WDW. HEAD B SINGLE HUNG WDW. SILL C SWING DOOR HEAD JAMB/HEAD DETAIL -(S.G.D . JAMB SIMILIAR D EXT. THRESHOLD DET SILL DETAIL (S.G.D.) _LLAL-LL-t _1 1 _11-'17i7 12 J Ell TOP OF BEAM 9'-4" A.F.F TYP. WDW. 8'-0" A.F.F II li TEMP'D OBSC. 4'-0" REVISION, REVISION ® REVISION LLJ 1w cy) I Q rr 0 i LL n E 0 z E 0 OJ< z 2 1J ry- 0 LLI W d 0 o W 12 z 15 0 06 z LLJ Lu rr 0 W 0 U) 0) j I L-1 F- :D I 11 f( 0 0 j LLL I I'! I ---L, U IL ILI, L w �w_ I- c� Lo [if 11 fill .1 1 it it If 0 rr 0) ai 0 < Q_ 0 Em 0 09 0 End 16"X16,, Mc REINF. wA REBAR COP FIN. FLOOR FIN. GRADE PRE—CAST LINTEL W/ 8"X PERIMETER BEAM REINFORCED WITH 1 #5 REBAR CONT. , FILLED WITH 3000# DENSE GROUT 2X4 P.T. BLOCKING —CEMENT STUCCO FINISH. 12"x 12" COLUMN BLOCK WITH 2 #5 -FROM FOOTING TO TIE—BEAM FILL CELLS W/GROUT. ENTRY PORCH S'E_":CT11011 METAL CLAD ENTRY DOOR ALUMINUM THRESHOLD SET IN CONT. BED OF SEALANT SCALE: 3/4" = 1'-0" fjj 8" FILLED PERIMETER BOND BEAM W/ 1— #5 REBAR CONT. FILL SOLID @ DROP BEAM AREAS TO LINTELS TO FORM COMPOSITE BM. "CAST—CRETE" PRECAST INTEL ABOVE ALL OPENINGS U) z z 0 0 < NOTE: < REFER TO TYPICAL WALL > bi SECTION FOR TYPICAL NOTES. _j Lu ui af WINDOW 0W MARBLE SILL 0 x 4" POURED OR ui U) x < PRECAST SILL AS 0 1 DIRECTED BY BUILDER. 0 0 w ry in I.......... w co - B fy_ ry ........ A2 1 /2" WATERSTOP. U TYPICAL WOOD ww af �j BASE. <7mui _j nV)CV n FINISH FLOOR .*, J FINISH GRADE 4 II 1=1 I rl I 1= I 1:TYPICAL WALL SECTION OR FO I I 1z: UNDATION PLAN FOOTING NOTES. 1� 1'-4" TYPICAL SECTIOIN THRU W11NDOW SCALE: 374"=1*— IT -7 N E -V I s (c, r4 561-357-6825 FAX 10 11 640L.PEG11915@YAHoo.cOm 0 W A T Y P I C -I A L /-ALL SECTION SCALE: 3/4" = 1'-0" R-30 BATT INSULATION ENGINEERED ROOF TRUSSES 0 24" O.C. 5/8- DRYWALL TAPED & FINISHED 2"X4" TOP PLATE 2"'X4" WOOD STUD WALL 0 24" O.C. MAX. 1/2- DRYWALL TAPED & FINISHED. EACH SIDE 2"X4" FIRE BLOCKING USE FIBER CEMENT BD WHERE TILE IS APPLIED OR 3 5/8" 25GS MTL ATTACHED TO TRUSSES W/ 7/16- PRO—TWIST SCREWS 0 24"O.C. METAL CHANNEL SHOT TO DECK W/ RAMSET PINS OR APPROV. EQUAL 1 1/2- TRAKFAST 0 24" O.C. FINISH FLOOR TYP. INTERIOR WALL SECTION. SCALE: 3/4"=1'-0" O 2 1*1 ROOFING: 240#MIN. FIBERGLASS STRIP SHINGLES OVER 30# FELT TIN TAGGED 12" O.C. PERIMETER. 19/32- OR GREATER CDX PLYWOOD NAILED W/ 8d. COMMON NAILS 0 6- 12 D.C. THROUGHOUT & 4" O.C. 0 5 PERIMETER ENGINEERED WOOD ROOF TRUSSES 0 24" O.C. MAX. NOM. 2x4 STRINGERS 0 8'-0" O.C. JIMIW/Wla Molf-r-R- 30 INSULATION V8" DRYWALL CEILING. LOCK SEAT TRUSS ANCHOR EA. TRUSS. 5"x8" PERIMETER BEAM REINFORCED W/ (1) #5- REBAR CONT. FILLED W1 3000# COURSE GROUT. V -4 - STUCCO SOFFIT ON HIGH RIB WIRE LATH. 24"L.x 6"W. ALUMINUM SCREEN VENTS 0 8'-0" O.C. MAX. CONT. NOM. 2x8 FASCIA. CONT. 26 GA. GALVANIZED DRIP. OVER NOM. P.T. 1x2 DRIP EDGE. P.T. WOOD FURRING 0 24" O.C. WITH 1/2" FOIL BACKED R-4.2 INSULATION DRYWALL. k - 8"W BLOCK COLUMN WITH 1 EACH #5 REBARS FROM FOOTING TO r BEAM 0 4'-0" O.C. MAX. FILL CELLS WITH COURSE GROUT A STUCCO FINISH ON CONCRETE BLOCK. U) Ivi 1 1/2- WATERSTOP. TYPICAL WOOD BASE. F- uJ MONOLITHIC CONCRETE SLAB REINFORCED w04 (n w WITH FIBERMESH OR 6X6 W1.4 X W1.4 WWF OVER 6 MIL VAPOR BARRIER FINISH FLOOR . . . . . . .. . FINISH GRADE ONE LAYER OF 30" WIDE 6x6 10/10 'W.W.M. 0 SLAB PERIMETER. -16"x 16" MONOLITHIC CONCRETE FOOTING WITH 2- #5 REBARS CONTINUOUS. COMPACTED SAND FILL TREATED FOR TERMITES. W A T Y P I C -I A L /-ALL SECTION SCALE: 3/4" = 1'-0" R-30 BATT INSULATION ENGINEERED ROOF TRUSSES 0 24" O.C. 5/8- DRYWALL TAPED & FINISHED 2"X4" TOP PLATE 2"'X4" WOOD STUD WALL 0 24" O.C. MAX. 1/2- DRYWALL TAPED & FINISHED. EACH SIDE 2"X4" FIRE BLOCKING USE FIBER CEMENT BD WHERE TILE IS APPLIED OR 3 5/8" 25GS MTL ATTACHED TO TRUSSES W/ 7/16- PRO—TWIST SCREWS 0 24"O.C. METAL CHANNEL SHOT TO DECK W/ RAMSET PINS OR APPROV. EQUAL 1 1/2- TRAKFAST 0 24" O.C. FINISH FLOOR TYP. INTERIOR WALL SECTION. SCALE: 3/4"=1'-0" O 2 1*1 GENERAL ELECTRICAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2011 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. MINIMUM WIRE SIZE SHALL BE # 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE NOTED. 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7. ALL 120V. 1 PHASE 15A. AND 20A. BATHROOM, 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.F.I) BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 9. RECEPTACLES SHALL BE 15A. AND 120V, OF THE GROUND TYPE. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 11. 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 THE OWNER. 50% OF THE LAMPS SHALL BE HIGH EFFICACY TYPE 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LISTING. CARBON MONOXIDE DETECTOR(S) TO COMPLY W/ UL#2034-96. 15. ALL DEVICES SHALL BE SMOOTH TYPE, IVORY COLOR, UNLESS OTHERWISE SPECIFIED. 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF 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 WIRLNG AND CONDUITS ARE IN THE BID. 18. EXHAUST FANS IN BATHROOMS SHALL BERATED AT 1 CFM/SF OF VENTILATED FLOOR AREA. 19. ALL FAN VENTING AND RO P TR 0 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 SPECIFICATIONS IS IN THE BID. 21. ALL RECEPTACLES SHALL BE TAMPER RESISTANT AND IN ACCORD. W/ NEC 210.52 AND ARC FAULT PROTECTED IN ACCORD, W/ NEC210.12(B) 22, INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: 45" TO CENTER WALL HUNG TELEPHONE 12" TO CENTER TELEPHONE JACKS 46" TO CENTER LIGHT SWITCHES 16" TO CENTER RECEPTACLES 46" TO CENTER KITCHEN RECEPTACLES OVER VANITIES 42" TO CENTER BATH RECEPTACLES 12" TO CENTER TELEVISION JACKS ELECTRICAL LEGEND DUPLEX CONVENIENCE OUTLET: 4 CABLE T.V. OUTLET: 0 DUPLEX - SPLIT WIRED: $ SWITCH $3 3 WAY SWITCH G . GROUND FAULT INTERUPTER: $4 4 WAY SWITCH WEATHER PROOF GROUND FAULT INTERUPTER: ):� CEILING LIGHT OUTLET: SINGLE CONVENIENCE OUTLET: _(�_ WALL MOUNT LIGHT OUTLET: 230 VOLT OUTLET 7PC ATTIC LIGHT WITH PULL CHAIN: ® SPECIAL PURPOSE OUTLETRECESSED IN CEILING HIGH -HAT (120V, OR 240V,): 1W i (7 FLOOR OUTLET 120V.: V} VAPOR PROOF O SMOKE ALARM - DIRECT WIRED: RECESSED IN CEILING EYE -BALL GSD CO2 SMOKE ALARM - DIRECT WIRED: ® EXHAUST FAN: TELEPHONE OUTLET: LIGHT / EXHAUST FAN COMBO ---I FLUORESCENT FIXTURE ❑ PUSH BUTTON SWITCH P.B. DOORBELL CHIMES CEILING FAN (OUTLET ONLY) A/C. DISCONNECT 0 JUNCTION BOX NOTE: ALL EXTERIOR FIXTURES SHALL BE U.L. RATED FOR EXTERIOR. PROVIDE BUBBLE COVER OVER EXT. RECEPTACLES ELECTRICAL LOAD CALCULATIONS: CIRCUIT NO. DESCRIPTION: CIRCUIT BKR. WIRE. WATTS. REMARKS: POLE. TRIP. 1 REFRIGERATOR 1 20 #12 700 AT NAMEPLATE RATING. 2,4 RANGE 2 40 #8 8000 AT NAMEPLATE RATING. 3,5 APPLIANCES 1 20 #12 3000 6,8 WATER HEATER 2 30 #10 4500 AT NAMEPLATE RATING. 7,9 DRYER 2 30 #10 5000 AT NAMEPLATE RATING. 10,12 COND. UNIT #1 2 40 #8 — — — — 45COW. (NON - COINCIDENTAL) 11,13 A.H.U. #1 2 60 #6 10000 10 K.W. STRIP 14-16 PT. 1 15 14 ---- 17 BATHROOM GFI 1 20 #12 --- 18 DW 1 20 #12 1500 19 WAS 20-22 LIGHTS/RECEPT. 1 15 #14 4776 AT 3W / S.F. 23 MICRO HOOD 1 20 #12 700 AT NAMEPLATE RATING. 24 GAR. DR. OPNR 1 20 #12 1000 AT NAMEPLATE RATING. 25 INING 1 20 112 1500 27 DISPOSAL 1 20 #12 800 26,28 SPARES 1 20 #12 29,30 SPACES demand factor: total connected load 42,976 10,000 @ 65% 6,500 10,000 ©100% 10,000 22,976 ® 40% 9,191 n.e.c. 220-30 optional calc. dwelling units. 25,691 =- 230 = 111.7 A. PANEL ELECTRIC METER ( M BY UTILITY CO. 200 AMP. IPH. 3W, 120/24OV. FLUSH MOUNTED NEMA 1 W/200 AMP MAIN CIRCUIT BREAKER TRANSFORMER BY UTILITY CO. (3) #2/0 THHN-CU IN 2" CONDUIT #4 SOLID CU. GROUND TO COLD WATER PIPE & 5/8"x8' DRIVEN CU. ROD & FOUNDATION STEEL ELECTRI CAL R1 S E R D I A G R A M 11 Electrical Ork all p I Y w i th, the. et.11 National Electrical Code N.T.S. I WP/dFI I I I I I I I ELECT METER & I MAIN DISC i I I I I I I I OUTLET FOR -D.W./DISP 111110; 1 Im SCALE: 1/4"=V-0" °-0" r -t m REV 1510 N � i✓L�CT COMMENTS REvl.s!oN REV(SION I'I I'i 1, I� w�. I_----- I STeVEN _F,TZI�tHf ARCl-11TECT LEEp,4P Ll--- — — C7 c� 0 Fr ® .__1 LL. 00 E j o U Z E o ZZ_ �Z V °a 0 v Ir O o W Z LLI L N o CE U) 0) Z OP U O 2 I- W u ZU 0)bj O d- o U Q co Q t EDRAWN n n u - DWr r-7 NOVeMgEP j , u sc,47 AS S tfOW N s i -FEET ,RP A > ° sr-rEE-rs 0 ❑ m ❑ m ❑ O GENERAL AND STRUCTURAL NOTES 1. ALL WORK BY ALL TRADES SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS, OR RESTRICTIONS, WHETHER INDICATED ON PLANS OR NOT. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ROUGH OPENINGS PRIOR TO CONSTRUCTION. USE FIGURED DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. ALL S 0 S. WINDOW AND DOOR OPENINGS ARE NOMINAL. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THE CODE. 4. ALL SECTIONS, DETAILS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS UNLESS OTHERWISE NOTED. 5. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR STEEL BE PRESSURE PRESERVATIVE TREATED. 6. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ASTM 694-61 FOR ALL MEASURING, MIXING, AND TRANSPORTING. 7. CONCRETE SHALL MEET DESIGNED COMPRESSIVE STRENGTH AS NOTED ON DRAWINGS WITHIN 28 DAYS. •8. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, FY = 60,000 psi, DEFORMATION BARS IN ACCORDANCE WITH THE LATEST ASTM SPECIFICATIONS. 9. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIAMETER MIN. WHERE SPLICED AND SHALL BE EITHER SEPARATED BY ONE BAR DIAMETER OR WIRED TOGETHER. 10, LAP ALL REINFORCING STEEL AT CORNER SPLICES 48 BAR DIAMETER MIN. AND STAGGER SPLICES. 11. WELDED WIRE MESH TO BE LAPPED 6" AT SPLICE MIN. 12. CMU CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CONC. FILLED BLOCK CELLS AT EACH LIFT, CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION PRIOR TO CONCRETE PLACING. 13. ALL WALL SYSTEMS SHALL BE BRACED AS REQUIRED DURING ERECTION BY CONTRACTOR. FOUNDATION TE 1. ALL WORK SHALL BE IN ACCORDANCE WITH 5th ED. 2014 FLORIDA BUILDING CODE AND LOCAL AMENDMENTS & ASCE 7-10. 2. FOUNDATIONS WERE DESIGNED USING A MINIMUM SOIL BEARING VALUE OF 2500 Ibs. PER SQ. FT. FIELD VERIFY PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK. 4. CONCRETE SHALL BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94 TO ACHIEVE A 28 DAY STRENGTH AS FOLLOWS: BEAMS AND COLUMNS - - - - - - - - - - - .-.3000 P.S.I. SLAB ON GRADE AND MONOLITHIC FOOTINGS - - - - 2500 P.S.I. ALL WORK SHALL CONFORM TO ACI 301 AND ACI 318-11 5. THE FIBER -REINFORCED CONCRETE MIX SHALL BE DESIGNED IN ACCORDANCE WITH ACI GUIDE LINES. ADD FIBERS AS NECESSARY TO CONTROL SHRINKAGE STRESSES, AND TO PROVIDE EQUIVALENT SLAB PERFORMANCE WHEN REINFORCED WITH 6X6-W1.4X W1.4 W.W.M. 6. NO ADMIXTURES SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL BY THE ENGINEER. GENERAL PLU ING NOTES 1. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 5tH ED. 2014 FBC-PLUMBING LOCAL AND STATE CODE REQUIREMENTS. 2. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 3. PLUMBING CONTRACTOR TO PROVIDED ALL REQUIRED PLUMBING PERMITS. 4. FURNISH AND INSTALL WATER AND SANITARY TO THE FIXTURES IN ACCORD WITH LOCAL GOVERNING CODES. ALL DOMESTIC WATER PIPING SHALL BE POLYBUTYL OR COPPER, AS ALLOWED BY CODE. ALL SANITARY PIPING SHALL BE CPVC OR PVC AS CODE PERMITS. 5. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER THE DATE OF WORK ACCEPTANCE. 6. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNION SHALL BE USED 7. PROVIDE AND INSTALL PLUMBING FIXTURES AS APPROVED BY OWNER AND PERMITTED BY CODE 8. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. 9. DO NOT SCALE FOR THE EXACT FIXTURES, PIPING, EQUIPMENT. ETC. 10. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS CONSTRUCTION. 11. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND SHUTOFF VALVES WITH ACCESS PANELS AT EACH FIXTURE GROUP. INSTALL PER PDI IN EFFECTIVE RANGE. 12. THESE PLANS ARE BASED ON AVAILABLE INFORMATION. VERIFY EXACT LOCATION OF EXISTING WATER AND SEWER PROVISIONS. 13. PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES. 14, INSTALL PRESSURE REDUCING VALVES AT WATER METER IF REQUIRED PER FLORIDA BUILDING PLUMBING CODE. 15. IN GENERAL, PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC AND SHOULD NOT BE SCALED. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK. SHOULD CONFLICT ARISE, NOTIFY ARCHITECT IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. 16. SHOWERS SHALL BE ANTI SCALD CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120° F. (48.8° C) NOTE: PLUMBER TO VERIFY HOSE BIBB LOCATIONS AND ADJUST ACCORDING TO FIELD CONDITIONS. NOTE: PLUMBER TO FIELD VERIFY PLUMBING VENTS, AND TO USE STUDER VENTS WHERE REQUIRED. [NOTE: 1 1/2" VENTS WILL BE USED ACCORDING TO FIELD CONDITIONS. 4" MONOLITHIC CONCRETE SLAB REINFORCED WITH FIBERMESH OR 6X6 W1.4 X W1.4 WWF OVER 6 MIL I: VAPOR BARRIER VARIES W/GARAGE SLP 6" MAX --���FINISHED SLAB -_... ;.. -III 16"X16" MONOLITHIC a -� �_) CONCRETE FTNG. ®......:: -) (_� (I_� (�= WITH (2) #5 REBARS :::::::::4:::::::: CONTINUOUS. ' COMPACTED SAND FILL TREATED FOR TERMITES. SECTION THRU GARAGE FTG: �Aj TE 1 SCALE: 3/4'=l' -o„ i 16"x16" MONOLITHIC CONCRETE FOOTING WITH 2- #5 REBARS TYP. SLAB RECESS CONTINUOUS AT PERIMETER 1 1/2 FINISH_ FLOOR -=-rrr="ti FINISH GRADE IM =1 I {=III=III=III=III={ I , I=II=III=COMPACTED SAND --jCOMPACTED, TREATED FOR =ITI-I I -I I -I I=1 I I -{Ti ,1=I I=I I=ITI=I I I=j=-I I -I I Iii i I I I I I I I -I I TERMITES. fll III III III III III Ilfllllllllllllllll�Iilli IIIIIIIIIIIII{IIIIIIIlIIIIIIIIIIt 2 TYP. MONO. FTG. TE 2 SCALE: 3/4"=i'-0" 3/4" PIPE WITH PRESSURE RELIEF VA' "� T� PAN 8"X12" STEP DWN. EDGI SCALE: 1/2"=l' -O" WITH (1) #5 REBAR CONTINUOUS. 8"x8" FTG (:4 SCALE: 3/4" = 1'-0" SH WR 1/2 „ x HB \ 3/4 3 1/2„ \ WC �N 1/2" LAVI_ /2" LAVA HB WASHING MACHINE HUT -OFF VALVE 8"X10"THTC EDGE W/ REBAR 1 2"Ti/2" K. SINK 1 /2" d 3/4" 1/2" 1 /2" I j LAV WC TUB WATER RISER DIAGRAM 0 N.T.S. VARIES SEE FOUND. ' rLAry DURAROCK W/CERAMIC TILE CERAMIC TILE I FLOOR OR 6" Qo r- 24" MONO. FTG. SUNKEN SHOWER DETAIL SCALE: 1/2"=l' -O' 2"x6" P.T. BUCK BOLTED TO BLK. COL. W/ 1/4" x 3" TAPCONS @ 8" O.C. STAGGERED OR 1 /2" x 5" RED HEADS SEE PROD. APP. /2„ 0 I 11'-1" 20'-0" 8"x8" THICKENED EDGE _ �+ o W/1 #5- REBAR CONT. S_ I 40'-0" 0 00 1414j 2 1 2P' I 5'-1" 3'-2" 2'-10" 3'-11"12'-1" S-11" I 4'-6" 4'-6" WDW SGD I N I I � ( o o I ( o I I / I � CD_ 2 I- 4" THICK POURED CONC. SLAB W/6x6 I _ 1.4/1.4 W.W.M. OR FIBERMESH ON 6 16"X16" MONO. MIL. VAPOR BARRIER OVER I Nt FTG. REINF, W/(2) COMPACTED TERMITE TREATED SOIL 0I #5- REBAR CONT. i{ I I CD LDW -- {^ 5fF STUDOR CONTRACTOR F TO ° S-1 ��� VERIFY LOCATION I , / RA�NNGE W/ MICRO ABOVE PROVIDE to/�-�(2)#4X3,„ r W-1 @ CORNERS VERIFY LOCATIONS OF ALL 0 SANITARY LINES BEFORE INSTALLA11ON j Lo 1 01 3"_ . 3"--� VE If LO I N 0„x , "x4 4 5 0 '� THK. CNC. r - �- 1 / ( I co PAD CONTR. TO VERIFY� III �X�,> I11 4'_8 --_ -- - - I\ Jl_ 11 31 I 4 _ i ELECT METER & om- 04- - MAIN DISC 1 1 1 PROVIDE 4- 1 ► 213- I ° .\I (2) #4 X 3'0" 1 DR 19 CORNERS I S -1 V) c�J j I co II N M' ' I � I d- 11 1/2"x 1 1/2" ,- _WARECESSED IES,Sa I �- GRARAGE DR 04_ C) 0 I I 1 2 S I 16"X16" MONO. G FTG. REINF. W/(2) #5- REBAR CONT.__,,,__r1 I d 1 WDW 12"X12" CONC 0 - BLOCK COL. W/ '-0' 5'-4" 2'-10"It _ 3'-1" 3'-2"11 [ 3'-1" x-10" - (2)#5 VERT NOTE: ELECTRICAL SERVICE GROUNDING IS ALSO REQUIRED TO FOUNDATION REBAR AND METAL WATER SERVICE GARAGE DOOR (ATTACHMENT TO BUCK BY MFR.) SEE PROD. APPROVAL .11 1/2"x 1 1/2" RECESSED WATERSTOP 6" BEYOND GARAGE DOOR JAMBS 8"x16" FILLED CONC.'O' BLOCK COLUMN W/2 #7 REBAR FROM FOOTING TO BEAM OR BLOCK COMMON 8"x16" FILLED BLOCK COL. Q GARAGE SCALE: 3/4" = 1'-0" U) cr MIN. 3" COVER w TYPICAL. z J v 0 (2) #5- REBARS Z N.T.S. C. 0. TO WITH IN 5'-0" OF BLDG. TO SEWER SYSTEM FOR 11 1 1 1 1 �,10 r -d rn rz vlslor� LL,tMg COMMENT ' REVISION i C) IN] PRECAST LINTEL TABLE ( CASTE—CRETE LENGTH ALLOWED GRAVITY APPLIED GRAVITY ALL UPLIFT APPLIED UPLIFT REMARKS 6" O.C. OF LINTEL LOAD LOAD LOAD LOAD 6" O.C. O 17'-4" 1326 250 520 a 8 F20 - 1 B 1 T 4'-8" 1 2931 200 2724 200 8 F16 - OB IT UPLIFT 2931 385 2724 CONNECTOR SCHEDULE 860 3'-8" 5163 520 3547 387 3B O �— U BM. BLK. 2931 520 2724 CONNECTOR TYPE 8 F16 - OB IT a 4'-6" 2931 520 2724. 387 8 F16 - OB IT O 5'-10" 1631 300 2093 SlMPS®N or Description O FASTENERS 1370 300 655 312 o0IP O �." ;. 300 2724 MARK U P EQUAL 10 4'-6" 2931 IFT FCn 387 8 F16 - OB/IT 11 6'-8" 3480 385 880 200 8 F16 - OB/IT 12r6-8" 2632 Pro t C 634 �i�� �ame' i#) 00 4. gi r /woo A HETAL16 TRUSS ANCHOR (10) 10d x 1 1/2 EMBED 1810 415 1100 PRECAST —LiZ LINTEL BEAM 00 B HETALI2 TRUSS ANCHOR (10) 10d x 1 1 /2 EMBED 1040 415 1100 HOOK TO J, ' LINTEL IN] PRECAST LINTEL TABLE ( CASTE—CRETE LENGTH ALLOWED GRAVITY APPLIED GRAVITY ALL UPLIFT APPLIED UPLIFT REMARKS 6" O.C. OF LINTEL LOAD LOAD LOAD LOAD 6" O.C. O 17'-4" 1326 250 520 312 8 F20 - 1 B 1 T 4'-8" 1 2931 200 2724 200 8 F16 - OB IT 4'-6" 2931 385 2724 200 8 F16 - OB IT 4 3'-8" 5163 520 3547 387 8 F16 - OB IT O 4'-6" 2931 520 2724 387 8 F16 - OB IT O 4'-6" 2931 520 2724. 387 8 F16 - OB IT O 5'-10" 1631 300 2093 312 8 F16 - OB IT O 14'-8" 1370 300 655 312 8 F16 - 1B/21 O 4'-6" 2931 300 2724 312 8 F16 - OB/IT 10 4'-6" 2931 520 2724 387 8 F16 - OB/IT 11 6'-8" 3480 385 880 200 8 F16 - OB/IT 12r6-8" 2632 385 634 200 8 F16 - OB/IT 1. LOADS SHOWN ARE IN P.L.F. APPROVED SAFELOADTABLES QUAL ROOF FRAMING NOTES 1. LAYOUT IS TO SHOW THE DESIGN INTENT, 2. TRUSS MANUFACTURER SHALL SUBMIT PLANS AND ENGINEERING DRAWINGS FOR PERMIT,WHICH SHALL BE CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 3. DESIGN LIVE LOAD: ROOF 20 PSF L.L. 10 PSF L.L. TRUSS BOTTOM CHORD 25 PSF DEAD LOAD ULT. WIND LOAD 170 MPH NOM. WIND LOAD 132 MPH 4. ALL MEMBERS SHALL BE SO FRAMED,ANCHORED,TIED AND BRACED THAT THEY HAVE THE REQUIRED STRENGTH AND RIGIDITY. 5. GENERALLY WALL SIZES INDICATED ARE BASED ON NOMINAL LUMBER SIZES. CARE SHOULD BE TAKEN DURING LAYOUT TO HOLD ALL EXTERIOR DIMENSIONS AND WORK INTERIOR DIMENSIONS TO THE CENTER LINE OF WALLS. 6. ALL CONNECTIONS SHALL BE AS SPECIFIED IN THE 2014 FLORIDA BUILDING CODE AND LOCAL AMENDMENTS 7. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE/TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 8. ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE. 9. ALL CONNECTORS HAVE BEEN SELECTED TO RESIST LATERAL LOADS. MASONRY NOTES 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR. DESIGN COMPRESSIVE STRENGTH F'm=1,500 PSI 3. COMPRESSIVE YIELD STRENGTH OF C.M.U. AT 28 DAYS SHALL NOT BE LESS THAN 1,500 PSI 4. THE CONTRACTOR MUST BE CAREFUL TO PROVIDE CLEANOUTS AT ALL VERT. BAR LOCATIONS AND ASSURE PROPERLY POSITIONED AND CENTERED REBAR AND THAT ALL CELLS ARE RODDED AND MADE CLEAR OF ALL MORTAR AND OTHER DEBRIS. 5. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL MASONRY CONSTRUCTION. ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE 6. CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER PLACEMENT OF ALL REINFORCEMENT. VERICAL WALL REINFORCING SHALL BE LAP SPLICED AT NO GREATER THAN 8'-0" O.C. AND SHALL BE LAPPED A MINIMUM OF 2'-4". CLEANOUTS MUST BE PROVIDED AT ALL LOCATIONS WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL. 7. GROUTING OF CELLS: LOW -LIFT OR HIGH -LIFT GROUTING MAY BE USED IN GROUTING WALL CELLS, AT CONTRACTOR'S OPTION. THE FOLLOWING SPECIFICATIONS SHALL APPLY: WALL LEGEND: 8" CMU WALL BEARING AT 9'-4" A.F.F. STUD WALL OR OPTIONAL METAL FRAMING TO CEILING. 1 STUD WALL OR OPTIONAL METAL FRAMING W/R-11 BATT INSULATION I-i—� STUD WALL OR OPTIONAL METAL FRAMING TO 7'-0" A.F.F. TYPE F=FILLED W/ GROUT/U=UNFILLED F_ QUANTITY GF REBAR AT BOTTOM DF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH I QUANTITY OF #5- N13MINAL HEIGHT -� REBAR AT TOP #5- REBAR AT TOP MIN. (I) REQ'D. I\' CLEAR z CMU GROUT #5- REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) ROOF SHEATHING: Z=4' 19/32" OR GREATER NAIL: 8d RING SHANKS ZONE 1 & 2: 6" O.C. EDGE AND 6" O.C. INTERMEDIATE ZONE 3: 4" O.C. EDGE AND 6" O.C. INTERMEDIATE ROOF DESIGN IS BASED ON : FBC 2014 5th ED. ASCE 7-10 MEAN ROOF HEIGHT = 30' 20 PSF LIVE LOAD 25 PSF DEAD LOAD 10 PSF L.L. TRUSS BOTT CHORD VERT. REINF. DETAIL i TO LINTEL +` DETAIL OF CMU COL. TO LINTEL SCALE: 3/4" = 1'-0" FILLED CELL BELOW "' 8"x8" CASTCRETE LINTEL FILLED SOLIDLINTEL. LINTEL REINFORCEMENT SEE BEAM SCHEDULE fi CORNER BAR W/STANDARD LAP SPLICE m"- VERTICAL REBAR SEE COLUMN SCHEDULE t TYP. MITERED LINTEL SCALE: 3/4" = l'-0" 11 q lv� .9 SCALE: 1/4"=l' -O" n _ r Li r��v�sio� COMMENTS i2�VL5IDN��� T� EV I510N I LD 0) Q U) A- o A72CFt17eCT L66DA-P ! �rzoog��g uj O cc Z O 4 _Z r) (D 0�Fn O® 006 Z O� I— ::)W i- I - z= U 0 c ,T} VMM ♦J l'M"J O LL. [Ci E .S o E 2) Cu w w 0) Z C? OO �i N w LO c O r/� (0 Q Of M -C4rIP&4 S t Too 444 31yo rove C, BMP International nn clip for condensing unit Tiedown. (1) tap -con to concrete (min. 1 1/4" Embed.) and (2) #12 sins to condenser unit Per clip. (4) clips per unit. CO VC, -TLA& — -- ---------- _c 't �. b WASTE MATERIAL NOT INCLUDED •' �{fp.°//w «} -USS.G® cc C2. —Co c tBLDR'TQ-VERIFYCALCULAfiJNS as v o m o 3 0 •- as „••, y o c - ai —_ a •� 0 3CD z rn s a % FACTOR 1,25 0 N a - " REPRESENTS THE LEFT SIDE OF c co .N o c o .� y co o���saoQo � * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO o c s d �, d o .= ._ . SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. 7Z_ o Q - OL THE BUILDING DESIGNER IS REPSONSIBLE FOR THE a '� BY STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. -C' g 3 !!_ -a o , s yp N -O N .o o -o ~ `a o a A ;> REFER TO THE INDIVIDUAL TRUSS ENGINEERING L '- H TFI 46 ° s s _ C" y DRAWINGS FOR GRAVITY AND UPLIFT LOADS. - N a W 01J13/2016 - _ 03 O. a 4i E a N c o- y FOR BRACING & ERECTION DETAILS REFER a a may_ . v : _ cm TO BCS1-03 AND/OR ENGINEER OF RECORD N s '= L _ -0as a a a E= N o s m a o .- JUS 26 - ® MSH422 o C = m c T •� •- L — 3 ao = 4 d �Z= © S. hs �- E a �• o a, "•- •- ® MUS26 CL y c d N qL•' 't �. b WASTE MATERIAL NOT INCLUDED •' �{fp.°//w «} -USS.G® hL 1 -CD —Co c tBLDR'TQ-VERIFYCALCULAfiJNS as t as ' C- L` •- as „••, z rn s a % FACTOR 1,25 0 TPI - 2007 a - " REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAINING o���saoQo � . N - OL REV DATE BY REMARKS- a D7 •- N •C d -C yp N -O N A ;> JU524 rn .L ✓✓ N I H TFI 46 = '> Z a 3 y 1 01J13/2016 EC v UPDATED TO FBC 2014 E a N c o- y . may_ . v : _ cm © JUS 26 - ® MSH422 o C = m c T •� .a a o © THD26 hs �- E a �• o a, "•- •- ® MUS26 rp Q, •�.,C C OD THD28 a a =2 THD26-2 'cm' N O m >•' L ® --/--/---- c° �`j a c c o a � d � _ 4- - a s D_ N = rt•• a7 oa ,- � THD28-2 ® _ = a O 4 O Lcm o, tZ as CL _ ofJUS46 _ 'a (6) v� - 0 m > o •g o 3 aNi 3 • o s_ L �- LO L 3 LOADING ROOF FLOOR WIND LOAD a LIVE LOAD 30 0 ASCE 7-10o a a+ >, o L +- Y o �N o Oa a -a c as 3 ati N N L L = a % O Hca DEAD LOAD 15 0 170 MPH EXP B c m c rn; LIVE LOAD 10* 0 CATEGORY 11 0 � 4 - * o d Cr.- _ -a m y DEAD LOAD 10 0 ENCLOSED m a s :E E s 67 •� O .0 G N .c +O- O TOTAL LOAD 55 0 FBC - 2014 _ — 6 L qL•' 't �. b WASTE MATERIAL NOT INCLUDED •' �{fp.°//w «} -USS.G® hL 1 -CD —Co c tBLDR'TQ-VERIFYCALCULAfiJNS as t as ' C- L` z DURATION FACTOR 1,25 0 TPI - 2007 r N - REV DATE BY REMARKS- a D7 •- N •C d -C rn .L ✓✓ N I y 1 01J13/2016 EC v UPDATED TO FBC 2014 v Lo . may_ . v : _ cm - •� hs �- E a �• o a, "•- •- rp Q, •�.,C C 'cm' N O m >•' L - --/--/---- - a s oa ,- � - tZ as _ 'a O a N N a7 CL co m > o •g o 3 aNi „c _?._ E v "- a L u •_ N c It is understood that above❑ N P; conditions have been reviewed APPROVED o o o N & are acceptable for the a o:If d =, o APPROVED AS NOTED fabrication at trusses elevations, pitches, overhangs _ 31 REVISE AND RESUBMIT fascias,ceiling elevations/pitches bearing " _' _ "- C i m i N REJECTED d conditions all detail `pertaining a o a to this truss placement plan. No m H^ C C back charges will be accepted DATE ^N " S = N 01 = Q Na •� N without previous written _ - approval from an A-1 Roof o Q o Trusses representative. REVIEWED BY E 'C H o aa_" d o PLAN DATE ARCH: --/--/---- STRUCT:--J--/---- „ L - � d i C a. Gi > � G1 • CUSTOMER NORMAN CONSTRUCTION o 2,_CL C 2 JOB NAME MODEL W3 GR 1 L O LOCATION PALMBE40H T = s E N L .. - ^ i -a O L of L= c COMMNTY N L a L J LOT #'-o a m o Digitally signed by Manuel Martinez M anuel DN: c=US, o=ldenTrust AC€S BusinessV� Representative, ou=M AND E BLDG BLDG d ASSOCIATES P.A., cn=Manuel Martinez - Q - 92421200300.99.11=A0109800 TYPE 000019$ 0F o Hco o d -' �Mar• 6.oiO_ 4 ^95�99� ;? L = It S e as 3 c E`1V� JOB # MASTER XNW3 N X47182a! _ P �, v y .0 r••• 7i 37 DRAWN SCALE o �' o o E c rRjr DATE 03/01/2013 STH `. _ VT N. Ts. a _g .F _ _. .:_... 40 3 L o cSERIALLa c C C, CALC a, L _a N N � L •� F v- C FLC+C►R Vcm cr ft2 cn i ROOF 1 2490:22 ftz ES o = _ �. •€ o FASCIA 198.33 ft— q_ ,.� W o a a _ _ �� HIP LINE 143.5 f�....:.... A FLORIDA CORPORATION a a � "- _ �, a o c VALLEY LINE 17.69 ft d _ coo Ph 772-409-1010 / Fax 772-409-1015 «- a /� - ' SHEETING AREA UNDER VALEY TRUSSES AND H o O c v 'n -o - 't �. b WASTE MATERIAL NOT INCLUDED •' �{fp.°//w «} -USS.G® hL 1 -CD —Co c tBLDR'TQ-VERIFYCALCULAfiJNS I B 1 1 LOT 38 ` LOT 39 LOT 37 I I\ i 8_5 6' EASEMENT 10_- ------- -------- --- N89 33'5T'E 56 00' 18.00 � 19.7 I � I r- �i I I 6" DEEP SWALE FOR I I RETENTION - SEE I I CALCULATIONS THIS I SHEET � I i M Nt i �cp_ LOT 46 is O N 04 O S 55.02' (MEASURED) 55.00' (PLAN ED) )F WAY LINE I RING BAS T 50' RIGHT OF WAY 1 -'Oak o �!� LOT 48 N OCIO 16-Ys7� En G, DRAINAGE CALCULATIONS FOR SW 2ND AVE BOYNTON�BEACH, FL - EDA PROJECT # 16101 GIVEN: \ TOTAL SITE AREA = 7,986sf PERVIOUS AREA = 5,305sf (66.4%) IMPERVIOUS AREA = 2,681 sf (33.6%) REQUIRED STORAGE: 1" OVER TOTAL SITE OR 2.5" OVER IMPERVIOUS AREA IF SITE IS OVER 40% IMPERVIOUS RATIONAL METHOD: V=CIA C = (0.9 * % IMPERVIOUS) + (0.3 * % PERVIOUS) = (0.9 * 0.336) + (0.3 * 0.664) = 0.502 1 = 1" OVER ENTIRE SITE A = 7,986sf V = 0.502 * 1"/12 * 7,986 334cf � VOLUME PROVIDED: North Swale: Area = 789sf Depth = 6.0" = 0.5' Volume = J*(789-580)*0.5 + 580*0.5 = 342cf South Swale: Area = 182sf Depth = 6.0" = 0.5' Volume = * 182 * 0.5 = 45cf TOTAL VOLUME = 342cf + 45cf = 387cf W t� l J ~ 0 Z WI 1 Im 7.50' 19.2 19.2 i I � 18.7 I I 6" DEEP SWALE FOR RETENTION - SEE 6" DEEP CALCULATIONS THIS I CONVEYANCE SHEET I SWALE 56.98t (MEASURED) 55.00t (PLAT) C EAST PROPERTY SECTIO 0 19 f1�23 SET MAG NAIL - 1�61 -- --••BENCHMARK# 1 ELEVATION 17.50' Elm 149W lqgft� 199W 1%oft, LOCATION MAP AMW 'RookUN N. T. S. W }: M ®n (A Z 0 5 Q c� l LEGEND: -- :vLeo w I 0:1 { a a W CD �I Z Z) SECTION IDENTIFIER 1 o N 'I 'I PLAN PAGE DETAIL PAGE i � 1 W _ I. `Z CO v ^ 1 EXISTING ELEVATION M �- 65.95' .. W �-- - 7.48' -- 1 1 U C I' 17.50 18.00 I 17.7 1 1 17.00 1 17.2 C& , z L xm O M 1 H L I 1 RETENTION , �� N m 6" DEEP I SWALE C CONVEYANCE 1 DEPTH 0.5' I SWAGE 1 MINIMUM i ~ U NO A WEST PROPERTY SECTION B NORTH PROPERTY SECi"iON 7 NTS 7 I IJ NTS W t� l J ~ 0 Z WI 1 Im 7.50' 19.2 19.2 i I � 18.7 I I 6" DEEP SWALE FOR RETENTION - SEE 6" DEEP CALCULATIONS THIS I CONVEYANCE SHEET I SWALE 56.98t (MEASURED) 55.00t (PLAT) C EAST PROPERTY SECTIO 0 19 f1�23 SET MAG NAIL - 1�61 -- --••BENCHMARK# 1 ELEVATION 17.50' Elm 149W lqgft� 199W 1%oft, LOCATION MAP AMW 'RookUN N. T. S. W }: M ®n (A Z 0 5 SOUTH PROPERTY SECTION NTSI 'I NTS NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. Know what's below. 0111 before you dig. Q LEGEND: -- :vLeo PROPERTY LINE { a a W CD A` SECTION IDENTIFIER zw` 0 N 'I 'I PLAN PAGE DETAIL PAGE co 16.5 PROPOSED ELEVATION W DIRECTION OF FLOW `Z CO v ^ 1 EXISTING ELEVATION .. W U C V- w ~ A • N -1 f N08 X _ v � aoli C& , z L xm O M a w H L �� N m Q Q Q0 Z LL.0 WQ O v :zw ~ U NO C5 FOL W w' Q SOUTH PROPERTY SECTION NTSI 'I NTS NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. Know what's below. 0111 before you dig. CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. • DRAWN: 1 0 M.T.J. n c CHECKED: J.A.P. o 00 SCALE: 1 " = 10' DATE: >� -5 0 10 20 11/14/16 Q 5 15 JOB NO. 5 16101 -ENG o © COPYRIGHT 2016 BY ENVIRODESIGN ASSOCIATES, INC. SHEET N0. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. OF % •�{ O n 00 F too d � N ___... co 0 t0 N c� `Z CO v ^ c U C V- d • N -1 f N08 X _ v � aoli C& , z L xm O M H L �� N m Q Q Q0 Z LL.0 WQ O v :zw ~ U NO FOL W w' Q CD CLc'4 O W �pc(o I Fav o W 00 N 0 0 -� Z W W CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. • DRAWN: 1 0 M.T.J. n c CHECKED: J.A.P. o 00 SCALE: 1 " = 10' DATE: >� -5 0 10 20 11/14/16 Q 5 15 JOB NO. 5 16101 -ENG o © COPYRIGHT 2016 BY ENVIRODESIGN ASSOCIATES, INC. SHEET N0. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. OF % •�{ O n