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DRAWINGSGENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW THE 'FLORID4 BUILDING CODE 2014" AS ADOPTED BY THE CITY OF BOYNTON BEACH AS APPLICABLE AND ALL APPLICABLE AMENDMENTS 2. OCCUPANCY IS RESIDENTTAL R-3., CONSTRUCTION TYPE 58 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO STAR77NG ANY WORK AND N07IFY DESIGNER/ENGINEER IN WRMNG IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS 4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE DEVELOPMENT INDEX OF NOT GREATER THAN 450 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF W17H THE GOVERNING CODE ITS ENTIRETY AND BUILD IN ACCORDANCE WFTH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 6. BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH 774EY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT ANY PRIOR NOTICE ITEMS WHICH , WHEN SUBS777IM REQUIRE APPROVAL OF THE BUILDING OFFICIAL WILL BE SUBMITTED TO THE BUILDING OFFICIAL. Z BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUC770N. 8. TERMITE TREATMENT SHALL COMPLY WJ7H F.B.C. 301.2.1. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH 774E FLORIDA STATE ENERGY CODE SECTION 502.4. 11. TRUSS MANUFACTURER SWILL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULA77ONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR APPROVAL INCLUDING TWO (2) COPIES FOR DESIGNERS' REVIEW PRIOR TO FABRICATION. i, 12. TRUSSES TO BE DESIGNED TO CARRY LOADS OF AMC AHU AND MISC. EQUIPMENT. CO-ORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS DRAWINGS. 13. DESIGNER/ENGINEER ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND F007INGS UN71L REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 15. ALL INTERIOR LOAD BEARING PAR77TIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE 16. CONCRETE SHALL CONFORM TO ASTM C94 AND SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND ACI 301. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 531. f'm = 1500 psi. 17. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE - 2" UNFORMED CONCRETE BELOW GRADE - 3' 18. REINFORCING STEEL: GRADE 60 (FY=60 000) ASTM A615 Sl. 19. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACT'S 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INS171UTE UNLESS NOTED 07HERWISE 20. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 21. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. 22. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING, DROP BOT. OF 77E BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28' MAX.) AND ADD 2-15 BARS BOTTOM IF DROP EXCEEDS 8'. 23. DOWEL COLUMN AND WALL REINFORCING TO F007ING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 24. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VER7704L ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 25. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0' HUGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPEC71ON, AND BEFORE GROUTING. 26. REINFORCING STEEL SHALL BE LAPPED 40 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HOR1Z. BEAM REINFORCING AT EACH FACE. LAP 48 BAR DAL MIN. 27. STRUCTURAL WOOD AND TiMBER FRAMJNG SHALL CONFORM TO THE 'TIMBER CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 28. ALL WOOD IN CONTACT WITH MASONRY, OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMEN77TOUS MATERIALS AND THE WOOD AS PER CODE 29. BUILDER SHALL BE RESPONSIBLE FOR PROWDING ADEQUATE BRACING AND BRIDGING USED DURING EREC71ON OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE 30. HEADERS FOR FRAMED OPENINGS GRE47ER THAN 6'-0' MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) 31. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3-2X12'S (FOR WOOD FRAME CONSTRUC77ON DEPENDING ON ALL WALL THICKNESS). 32. DIMENSION LUMBER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN PINE. NO. 2 OR BETTER OR SMALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 33. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICA77ON AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 1980 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE AS7M SPECIFICA77ON AS FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS - A 36 MACHINE BOLTS - A 325 TUBULAR - A500 A GRADE B (46 KSI) 34. ALL SITE WORK SHALL COMPLY WITH C17Y OF BOYNTON BEACH ENGINEERING DETAIL'S K-17, K-18 AND K-19 unless otherwise~ noted CEILING HEIGHTS SHALL BE 9'-4" 1/2- (MIN.) SHEET ROCK WALLS AND 5/8" AT CEILINGS EXTERIOR WALLS TO BE 8" CONCRETE MASONRY UNITS WITH STUCCO FINISH (SEE ELEVATIONS) 110 VOLT DIRECT WIRE SMOKE DETECTORS INSULATION MUST COMPLY WITH F.B.C. 2014 AND ALL LOCAL CODE REQUIREMENTS 1 3/8- HOLLOW CORE INTERIOR DOORS (SEE FLOOR PLAN FOR SIZES) 1 3/4" SOLID CORE EXTERIOR DOORS ALL GLASS DOORS MUST COMPLY WITH FLORIDA BUILDING CODE, 2014 AND TEMPERED SAFETY GLASS ALL BATH AREAS, WHEN REQUIRED ALUMINUM FRAME SINGLE HUNG WINDOWS AT 6'-8" HEAD HEIGHT (TO BE IMPACT RESISTANT PRODUCTS OR PROVIDE APPROVED SHUTTERS) ALL BEDROOM WINDOWS SHALL MEET EGRESS REQUIREMENTS OF : 20" MIN. WIDTH, 24" MIN. HEIGHT, WITH MIN. OPENING AREA OF 5.7 SQUARE FEET AND SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISH FLOOR ALL ANGLES 45 DEGREES bath schedule TILE FLOOR WET AREAS TILE DRAIN AND SPLASH TILE FULL AT SHOWER TILE AT TUBS (MIN. 70" HIGH) TEMPERED SAFETY GLASS AT ALL BATH WET AREAS NOTE: ALL SITE WORK TO COMPLY WITH CITY OF BOYNTON BEACH ENGINEERING DETAILS, K-17, K-18 AND K-19 AS REQUIRED Id OR 0 N 65.00' PROPOSED ONE STORY CONC. BLOCK RESIDENCE OI O of 1 CONCRETE DRIVE j & WALKWAY 3.34' #, 18.0' 1 I FA O h� 42.17' 5' SIDE WALK I I I I I MARTIN LUTHER KING JR. BLVD (N.W. 10TH AVE`` l 1 SITE LOT DESCRIPTION: SCALE:NTS" LOT 21, BLOCK 1, POINCIANA HGTS IN CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA DESIGN CRITERIA DESIGN LOADING PER FBC 2014 WIND LOADS PER ASCE 7 10 ROOF LIVE LOAD = 20 PSF ALLOWABLE GRAVITY LOAD ROOF DEAD LOAD = 20 'PSF AREA BASIC WIND SPEED = 170 MPH SPECS RISK CATEGORY II BUILDING: ENCLOSED 20 WIND EXPOSURE = EXPOSURE B 1,20 Kd = 0.85 30 INTERNAL PRESSURE COEFFICIENT = +/- 0.18 ULT WIND PRESSURE (Lateral Force Resisting System) = 36 PSF ULT WIND PRESSURE (Component and Cladding) = 44 PSF WIND ZONE a = 4'-6" 1223 OVERHANG: 1.0 FT ROOF i PITCH 6/12 SUCTION psf IMPACT RESISTANCE ASSEMBLY: YES -80 TYPE OF CONSTRUCTION: CBS SUCTION psf MEAN ROOF HEIGHT <= 15 FT -119 COMPONENT AND CLADDING WIND PRESSURES 7 DEG.< SLOPE <27 DEG. 19'-0" LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD TRIBUTARY AREA (SQ. FT.) AREA ZONE SPECS 10 20 MAIN ROOF 1,20 PRESSURE psf 30 29 L-2 1 SUCTION psf -48 -47 1223 2 SUCTION psf -83 -80 3 SUCTION psf -122 -119 OVERHANG 2 SUCTION psf -105 -105 3 SUCTION psf -171 -165 4&5 PRESSURE psf 52 52 WAL 4 SUCTION psf -52 -51 5 SUCTION psf -63 -63 1..: 1�,: •u'�► it .►� .�� � '► 21 2 ROOF WIND ZONES: COMPONENTS AND CLADDING DESIGN ROOF SHEATHING NAILING PATTERN ZONE 1 = 8d AT 6" o.c. FIELD & 4' ox. EDGE ZONE 2 = 8d AT 6' o.c. EDGE & FIELD ZONE 3 = 8d AT 4' o.c. FIELD & EDGE USE 8d RING SHANK NAILS a = S-4" FOR WALLS AND ROOFS 2'-0" TEMPERED GLASS SHOWER DOOR --4- h.b, L-1 ON DEMAND WATER HEATER MFR: TITAN MODEL N:120 8' 8" AA' -n" i►FLOOR PLAN1 00 1" CI i _4r, TnP 1-#5 BOT. MAX. CLEAR SPAN LINTEL ELEVATION 90' STD. HOOK I. BEARING I T rICAL 1-#5 CONT r 8' I I FULLY GROUTED COURSES -LJ 10, * PRECAST CONCRETE LINTEL AS MANUFACTURED BY CAST -CRETE, OR APPROVED APPROVED EQUAL. WITH 8" MIN BEARING EACH END. ENDS TO HAVE 5 1/2" LONG x 4" WIDE NOTCH TO ACCOMMODATE VERTICAL REINFORCING AND GROUTING. - TYPICAL ALL LINTELS EXCEPT L-5 SHALL BE 8F16 -1T-1B AT ALL OPENING UNO L-5 SHALL BE 8F20 -1T-1B AT ALL OPENING UNO 3 MASONRY LINTEL DETAILS NTS 0 LIVING I UNDER AIR 1527 S.F. GARAGE 379 S.F. 1786 S.F. ENTRY 22 OPEN PATIO 120 TOTAL 2048 S.F. x rn "I CAST CRETE LINTEL SCHEDULE 19'-0" LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD 12'-0" APPLIED UPLIFT LOAD SPECS 13' -pal 4'-0' 6113 660 2832 1223 8F16-1B/1T L-2 5'-10" 4360 600 2093 1223 6'-8" 16'-0" 18'-8" 8"x24" RC BEAM, 3-#6 T&B, #3 STIRRUPS 0 8' O.C. 16' BEARING 6'-6 8'-8" 6'-2" 2 OPEN S2 PATIO AC COMP ON PAD L -1L-2 0 L1 I I EGRESS h.b. 00i EGREI 25 HSS 1 U 25 SH 25 SH 4" L-1 25 H o0 O 14'-10" 16'-2" MASTER BEDROOM BEDROOM #2 9'-4" CEILING GREAT 9'-4" CEILING p FROM F.F.E. ROOM FROM F.F.E. Q i I r » 31-4" » 31-0" ++ » 5'-0" r' » a n » 2 -6 - 9'-4" CEILING FROM F.F.E. x0 I x » �- 4 4'0 B -F 7'-1"-1" 3'-4" r_ x 1'6 B -F N CV A ARCHE OPNG N cV FULL HGT 2'8" x 6'8" WALL a ATH � x x ' 42" HI RSD. BAR x O I0 190 I SHOW I PAN I I I "' u WC 0 I N € 3'-0"BF M ih IL-� 22'x3&' ATTIC 2'6" x 6'8" I \ /�- I - - - 2 - Ad:CESS I IREF DW i o CV I I � ¢¢ 510 B -F - tO KITCHEN ®O® "F ao `° 2'-3" '-5' 3'-0» r_4 '-4 3.0..x6'8 �L�u 7'_2 I " b) 9'-4" CEILING En r OW �m x ao N x p FROM F.F.E. ®r� I vv -4" T-4" .I M. BATH dJ �o I I 3 LAUNDRY I I ° BEDROOM#3 FULL HGT WALL FROCEILING FROM F.F.E.O "INSULAT 4"200A PANEL + 2- »a»,»»ON 1- 4 -7 O M X 8'-4" HI TOP OF WALL OPEN AT THE T `- TOP OF CABINETS AT 8'-0" 5'-4" 4'-0" ' 7'-2" 4aa ARCH OPNG -ARCH 12" WIDE DRYWALL SHELF AT 64" TYP. OPNG A4.1-1 r22"x54" I A171C ACCESS I IEll 111111111 111 lin L ------J Cq EGRESS o0� 25 sl�l GARAGE DINING h.b. p 9'-8" VOL. CLG. ROOM RECEIVE 1/2" DRYWALL R-11 INSULATION 9'-4" CEILING FOYER N ALL WALLS & CLG. TO FROM F.F.E. (MIN) O I GARAGE WALLS, DRS., & A.H.U. DUCTS TO x 00 331 H 4' W/ F.B�C.'10, R309 4"X4WOOD �-- - - - - - -COMPLY ------------ 8" 4$-2" 4'-6" 3'-8" a POST WITH I 1T-4" I DECORATIVE I 0 ENTRY COLUMN COVERS I I j I TYP I I L-3 I I 16-0" X 7'-0" O.H. DOOR $» 5'-0" 5'-0" x 001 P..V.C.HANDRAILAT42" H AND NEWEL POST '-4' 16'-0" '-4 '-2 6'-0" 6'-0" b1l 5'-10" 5'-10" 18'-8" 13'-8" 44'-O " i►FLOOR PLAN1 00 1" CI i _4r, TnP 1-#5 BOT. MAX. CLEAR SPAN LINTEL ELEVATION 90' STD. HOOK I. BEARING I T rICAL 1-#5 CONT r 8' I I FULLY GROUTED COURSES -LJ 10, * PRECAST CONCRETE LINTEL AS MANUFACTURED BY CAST -CRETE, OR APPROVED APPROVED EQUAL. WITH 8" MIN BEARING EACH END. ENDS TO HAVE 5 1/2" LONG x 4" WIDE NOTCH TO ACCOMMODATE VERTICAL REINFORCING AND GROUTING. - TYPICAL ALL LINTELS EXCEPT L-5 SHALL BE 8F16 -1T-1B AT ALL OPENING UNO L-5 SHALL BE 8F20 -1T-1B AT ALL OPENING UNO 3 MASONRY LINTEL DETAILS NTS 0 LIVING I UNDER AIR 1527 S.F. GARAGE 379 S.F. 1786 S.F. ENTRY 22 OPEN PATIO 120 TOTAL 2048 S.F. x rn "I CAST CRETE LINTEL SCHEDULE LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD SPECS L-1 4'-0' 6113 660 2832 1223 8F16-1B/1T L-2 5'-10" 4360 600 2093 1223 8F16-1B/1T L-3 18'-8" 8"x24" RC BEAM, 3-#6 T&B, #3 STIRRUPS 0 8' O.C. 16' BEARING COPYRIGHT 2009 ANDREW MORGAN SERVICES COA Na 26093 PH 561-881-8999 FAX 561 -881 -OC SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH, FLORIDA 3340 11k, O. c Q eke � C N _ LL SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE 561-670-7411 co I Q c Lu 0 r..ft%% C) w p 0 Cf)> w ©C .._., o m m 4 CD = �e S2 C� w ~ a J U (5 Q CY �LL CvCD C ow = Cv r- =`L w U F-- LLJ �� Q 1,,,1..,1 > N CO Q �- �N Z = d' � F- U ®did 'r%r 0 C �- OO W 0M 1. Q LM Z ad ZmCL,�,> C) 0 C CL M LL N a Date: 07/1/' Dmwa By: C Cheoked Br. A+ Revisions: 12/08/15 REVISED LAYOU u3 - Description: sheet No: TOTAL NUMBER OF SHEETS - 4 - STUCCO C.B.S. (GROUT ALL JAMBS SOLID) 1x4 P.T. & ATTACHED - -- W/ 3/16"x21/4" TAPCONS @ 12" O.C. THRU WINDOW, BUCK/BLK. BUCK IS 21/2" IN FROM EXT. FACE c OF CONC. BLOCK 1/2" DRYWALL 1x4 PT WINDOW BUCK DETAIL SCALE: 1" = V-0" STUCCO C.B.S. (GROUT ALL JAMBS SOLID) 1 5/8" BRICK MOULDING Z:: P.T. 2x6 BUCK W/ (6)114"x31/2" TAPCONS @ 12" O.C. d RABIT TYPE JAMB ATTACH EACH SIDE W/ (6) 8d NAILS OR (6) 21/2" APPROVED SCREWS = (DOOR MANUFACTURER'S ATTACHMENT SPECIFICATIONS Z11 11 TO TAKE PRECEDENCE OVER ABOVE NOTE.) CASING 1x4 PT 1/2" DRYWALL TYPICAL DOOR JAMB DETAIL SCALE: 1"= V-0" NOTE: GARAGE DOOR OPENING TO RECEIVE 2x6 SIDE (ONLY) BUCKS TO BE NAILED W/ 1/4"x31/2" TAPCONS @ 12" O.C. & EA. END OR 3/8"-x5" WEDGE ANCHORS @ 16" O.C. & EA. END NOTE: WIRE LATH STAPLES TO BE 1"x1 1/2". ROOF TIN -TAGS TO BE 1"x1" (SPACING AS PER CODE OR PER MANUFACTURER'S PROTOCOL. NOTE: 40/20,19/32" EXP. 1 ROOF & WALL SHEATHING TO BE NAILED W/ 8d NAILS 4" O.C. @ PANEL EDGES & 6" O.C. IN FIELD. (IN ALL ZONES) 12. TYPICAL SECTION AT ENTRY SEE "TRUSS ANCHOR SCHEDULE" & SHINGLE OVER FELT OVER 518" PLYWOOD "FRAMING PLAN" FOR CONNECTORS OVER ENG. AND APPROVED WOOD TRUSSS SEE TYA WALL SECTRION FOR ACTUAL HEEL AND OVERHANG CONDITIONS AND OVERHANG CONDITIONS HARDI BD OVER TYVEX WATER PROOFING OVER %" PLYWOOD 1" X 6" DECORATIVE WD TRIM I, ' - 9'-4" AFF i0----- I I ONT. METAL FLASHING/ DRIP EDGE STUCCO OVER HIGH EIBBED MTL LATH 1"x DECORATIVE WOOD WRAP TYP 8'-6" AFF PT WOOD -BEAM SEE S-3 FOR SIZE STUCCO OVER HIGH RIBBED METAL LATH 1 "X DECORATIVE TRIM OVER HARDI BD ARDI BD OVER 1'X PT WD FURRING "CMU 10. TYPICAL SECTION AT ENTRY SHINGLES OVER PEAL AND STICK ON 132" CDX PLYWOOD ON PRE ENGINEERED WOOD TRUSSES 24" C.C. (FELT ASTM D226 #30) TRUSS -WALL CONNECTOR SEE SCHEDULE ALUM. DRIP EDGE 2x6 WOOD FASCIA 1' I SOFFIT STUCCO OVER -- I HIGH RIBBED LATH I TYP. 1"X CONT. WOOD TRIM TYP OVER SIDING. HARDI BOARD SIDING - OVER 1" X WD FURRING AT 24" O.C. 8" CMU TYP. 3 CONT. METAL "Z" FLASHING t TYP. 1"X CONT. WOOD TRIM TYP OVER SIDING. M GRADE CV 12 SHINGLES OVER PEAL AND STICK ON SCALE 1:48 PRODUCT 1%2" CDX PLYWOOD ON PRE CONDENSING UNIT ON GLASS ENGINEERED WOOD TRUSSES 24" C.C. CONCRETE PAD DESIGN (FELT ASTM D226 #30) TYPICAL CONDENSING UNIT TIE DOWN 11/21/2015 TRUSS -WALL "FATBOY" 1 " X 8" - 16 GAUGE uw..:. .. CONNECTOR SEE SCHEDULE STRAPS. WITH 3-#12 SCREWS TO UNIT T. 0. BEAM ALUM. DRIP EDGE TYP EACH SIDE OF UNIT FL2569-R9 _ EL. -9'-4" ANCHOR TO CONCRETE PAD WITH (2) SUPREMA FASCIA 1/4" DIA X 3" WEDGE ANCHOR TO Iz 5/8" CEILING BOARD TEXTURE CONCRETE EACH CLIP. AND EACH SIDE SWING DOORS HIGH RIBBED LATH AIR BARRIER TYP. (A.KA. BAFFLES) 12/31/2018 .�.._.fsal GROUT FILLED COURSE 1x2 PT FURRING 24" C.C. WITH }2" DW WITH R-4.1 AL FOIL INSUL CORNERS AT HEAD & SILL ATTIC VENT CALCULATION ° yam'-�"�'4•-r # --,-, s SOFFIT AREA = 159.0 LF x 1.0 = 159 SF 24" O.C. OVER CMU d. 1 " ' SF TOTAL 8" CMU TYP. aa. -" CONT. WATER STOP AROUND 6" THICK 2,50OPSI CONCRETE PERI. OF HOME AT ALL CMU PAD ON GRADE, PAD SIZE 52"X 52- 11. CONDENSING UNIT TIE DOWN 3 DETAIL PLASTPRO ON .006 VAPOR BARRIER ON Y:S St%ktx` CLEAN, COMPACTED, TERMITE $ SHINGLES OVER PEAL AND STICK ON 132" CDX PLYWOOD ON PRE ENGINEERED WOOD TRUSSES 24" C.C. (FELT ASTM D226 #30) TRUSS -WALL CONNECTOR SEE SCHEDULE ALUM. DRIP EDGE 2x6 WOOD FASCIA 1' I SOFFIT STUCCO OVER -- I HIGH RIBBED LATH I TYP. 1"X CONT. WOOD TRIM TYP OVER SIDING. HARDI BOARD SIDING - OVER 1" X WD FURRING AT 24" O.C. 8" CMU TYP. 3 CONT. METAL "Z" FLASHING t TYP. 1"X CONT. WOOD TRIM TYP OVER SIDING. M GRADE CV 12 SHINGLES OVER PEAL AND STICK ON 41 PRODUCT 1%2" CDX PLYWOOD ON PRE MANUFACTURER GLASS ENGINEERED WOOD TRUSSES 24" C.C. EXPIRATION DESIGN (FELT ASTM D226 #30) SHINGLE ROOF 11/21/2015 TRUSS -WALL TYR CONNECTOR SEE SCHEDULE DATE T. 0. BEAM ALUM. DRIP EDGE APPROVED FL2569-R9 _ EL. -9'-4" 2x6 WOOD FASCIA _ SUPREMA FASCIA R30 BLOWN IN INSULATION Iz 5/8" CEILING BOARD TEXTURE SOFFIT STUCCO OVER SWING DOORS HIGH RIBBED LATH AIR BARRIER TYP. (A.KA. BAFFLES) 12/31/2018 1 #5 REBAR CONT IN GROUT FILLED COURSE GROUT FILLED COURSE 1x2 PT FURRING 24" C.C. WITH }2" DW WITH R-4.1 AL FOIL INSUL CORNERS AT HEAD & SILL ATTIC VENT CALCULATION LIGHT TEXTURE ATTIC AREA: 1237 SF / 150 = 8.90 SF REQUIRED STUCCO FINISH SOFFIT AREA = 159.0 LF x 1.0 = 159 SF 24" O.C. OVER CMU SOFFIT VENTS PROVIDED: .33'x32' = 10.56 SF TOTAL 8" CMU TYP. RIDGE VENT PROVIDED :.25'x50' = 12.5 SF TOTAL -" CONT. WATER STOP AROUND PERI. OF HOME AT ALL CMU WALLS SWING DOORS 4" 2500# FIBER MIX CONCRETE PLASTPRO ON .006 VAPOR BARRIER ON FROM JAMB CORNERS & 4 EQUAL SPACED, 3" FROM CLEAN, COMPACTED, TERMITE +50.0/-50.0 p.s.f. TREATED FILL M 0'-0" A.F.F. TOP OF SLAB GRADE = ,', 00000 6. TYPICAL WALL SECTION SCALE 1:48 CEILING BOARD RUNNER ATTACHED TO 1SSES )/OR FRAMING ,2 DRYWALL EACH SIDE 2x4 WOOD OR METAL STUDS AT 24" O.C. 2x4 P.T. SOLE PLATE FASTENED TO SLAB WITH COIL NAILS AT 15' O.C. WOOD BASE SLAB ON GRADE PRODUCT APPROVAL DR # N.O.A. # PRODUCT MODEL MANUFACTURER GLASS ATTACHMENT METHOD EXPIRATION DESIGN GAF SHINGLE ROOF 11/21/2015 MIAMI DADE TYR T. 0. BEAM DATE PRESSURE EL° -9'-4" APPROVED FL2569-R9 SINGLE DOOR (OUTSWING UNDERLAYMENT SUPREMA #10 PHWS OR %6" TAPCONS WITH MIN 1 %" EMBEDMENT 6" 10/16/2017 MIAMI DADE 1 FL17184.11 SWING DOORS OPAQUE) PLASTPRO NA FROM JAMB CORNERS & 4 EQUAL SPACED, 3" FROM 12/31/2018 +50.0/-50.0 p.S.f. GROUT FILLED COURSE TO TERMINATE HARDI BD 1x2 PT FURRING 24 C.C. WITH SIDING TYP. 1� " CORNERS AT HEAD & SILL HARDI BOARD SIDING 2 24" O.C. OVER CMU SINGLE DOOR (OUTSWING OL 0'-a' ATTIC AREA: 1237 SF / 150 = 8.90 SF REQUIRED FINISH FLR #10 PHWS OR %6" TAPCONS WITH MIN 1 %" EMBEDMENT 5' FL15180.11 SWING DOORS OPAQUE) PLASTPRO NA FROM JAMB CORNERS & 4 EQUAL SPACED, 3" FROM 12/31/2018 +50.0/-50.0 p.s.f. CORNERS AT HEAD & SILL 3SINGLE DOOR (OUTSWING #10 PHWS OR %6' TAPCONS WITH MIN 1 %" EMBEDMENT S' FL15180.11 SWING DOORS OPAQUE) PLASTPRO NA FROM JAMB CORNERS & 4 EQUAL SPACED, 3" FROM 12/31/2018 +50.0/-50.0 p.s.f. CORNERS AT HEAD & SILL SH -185 OVERALL %" INSULATED WITH INSTALL A SINGLE ROW OF %6" TAPCONS WITH 1 %4" INTO WINDOWS FL15449.3 WINDOWS WHITE ALUMN SINGLE HUNG Mt WINDOWS 16" LAMINATED MASONRY BEGIN 6" ABOVE FRAME SILL AND CONTINUE (IMPACT) AND DOORS IMPACT 12%6' o.c. FOR JAMBS. HEADER G' FROM JAMB AND 13 %" o.c. 11/30/2015 +55/-55 p.s.f. 3" FROM CENTER OF MEETING RAIL MULL BAR FL15353-R2 MULL BAR ALUMN MI WINDOWS NA AND DOORS 12/31/2014 +70/-70 p.s.f. DAB DOOR SECURE TRACK WITH STEEL ANGLE TO 2x6 JAMB GARAGE 15-0304.01 GARAGE DOOR STEEL SECTIONAL COMPANYNA ANCHORED TO MASONRY WIT 4' ULTRACON BY ELCO 2a' 07/21/2020 +36/-44 p.s.f. SPACING, 2 �' EMBEDMENT INTO MASONRY FLA ACCEPTANCE # MIAMI DADE N.O.A. PRODUCT MODEL MANUFACTURER ATTACHMENT METHOD EXPIRATION DATE DESIGN PRESSURE FL10124-R15 SHINGLE ROOF ASPHALT SHINGLE GAF SHINGLE ROOF 11/21/2015 MIAMI DADE TYR T. 0. BEAM 6" WIDE DECORATIVE EL° -9'-4" APPROVED FL2569-R9 UNDERLAYMENT UNDERLAYMENT SUPREMA UNDERLAYMENT 10/16/2017 MIAMI DADE .O.B AIR BARRIER (A.KA° BAFFLES) 6'-s" A.F.F. APPROVED N 12 ■'D ■ :�000 41 HARDI BOARD SIDING OVER TYVEX •- OR 30 LBS FELT WATERPROOFING OVER OVER % PLYWOOD GABLE END ONLY FIBERGLASS DECORATIVE EMBLEM l TYR T. 0. BEAM 6" WIDE DECORATIVE EL° -9'-4" WOOD TRIM TYP AROUND GARAGE R30 BLOWN IN INSULATION LIGHT FIXTURE TYP. 5/8" CEILING BOARD TEXTURE OLT.O. A.F.F. 1 .O.B AIR BARRIER (A.KA° BAFFLES) 6'-s" A.F.F. T.O.WIN/DRS 1 #5 REBAR CONT IN 1"x TRIM GROUT FILLED COURSE TO TERMINATE HARDI BD 1x2 PT FURRING 24 C.C. WITH SIDING TYP. 1� " DW WITH R-4.1 AL FOIL INSUL HARDI BOARD SIDING OVER 1" X PT FURRING AT 24" O.C. OVER CMU ATTIC VENT CALCULATION OL 0'-a' ATTIC AREA: 1237 SF / 150 = 8.90 SF REQUIRED FINISH FLR SOFFIT AREA = 159.0 LF x 1.0 = 159 SF NGLE ROOF TYP. U, ��► ■ ■01155iNIF �11 ■ ��11111111 I11 ��, ,� ■ 7W SOFFIT VENTS PROVIDED:.33 x32 = 10.56 SF TOTAL 1. FRONT RIDGE VENT PROVIDED :.25x50' = 12.5 SF TOTAL SCALE 1/4"=1'-0" N" CONT. WATER STOP AROUND PERI° OF HOME AT ALL CMU WALLS nine ra r r.��r 4" 2500# FIBER MIX CONCRETE ON .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL A.F.F. -A.F.F. TOP OF SLAB T.O.B �6'-8" A.F.F. T.O.WIN/DRS 5. TYPICAL WALL SECTION SCALE 1:48 OL 0'-a' FINISH FLR 9'-4" ARF F T.O.B 8'-6" A.F.F. BTM OF BM HARDI BOARD SIDING OVER 1" X PT FURRING OVER CMU 1 "X TRIM TO TERMINATE HARDI BD SIDING ELEVATION "PICKET SPACING TYP HANDRAIL AT 42" AND NEWELL POST TYP " X WOOD TO OVER PT WOOD BEAMS DECORATIVE MOLDING OVER DOOR DECORATIVE MOLDING OVER WINDOW FAUX DECORATIVE SHUTTER FRONT WINDOWS ONLY HARDI BOARD SIDING 1OVER V X PT FURRING AT 24'0.C. OVER CMU son DECORATIVE COLUMN COVERS WITH ACCENT RECESS WITH FIBERGLASS TAPERED TOP TYP 8-6" A.F.F. 2. REAR ELEVATION SCALE 1/4 01=11-011 1" X WOOD TO OVER PT WOOD BEAMS 11711 1I 11 III II II iII II II II 11 DECORATIVE) I 1_6 COLUMN COVERS WITH ACCENT RECESS 4% WITH FIBERGLASS TAPERED TOP TYP PICKET SPACING TYP PVC HANDRAIL AT 42"H AND NEWELL POST TYP 3. RIGHT SIDE ELEVATION SCALE 1/4"=l' -O" 12 14 MPACT WINDOWS TYP. NGLE ROOF TYP. COPYRIGHT 2009 ANDREW MORGAN SERVICES COA No. 26093 PH 561-881-8999 FAX 561-881-00 SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH, FLORIDA 33401 ze j-, ° _ 3 j0 F42F. P --Lu N. rZ SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE ,^ U CIO Q J U W 0 ® LLJ \0 0 45;W Cf)> M� 0 z m: Ne -� o C/) LL c Cy Q Lu CCy o� U t - = Q LLJ LuL1 N� Z Lb N 0 = LL moi- M 0 ,z r-- �t- 0 00w 0 3: C OQM F- A�LL//I z - Z W L.L� > OM 0 t-- C n co LL N a Data Drawa By. Checked By: A, Revisions: 12/08/15 REVISED LAYOU jr6 Vj"f- All Description: Shoot No: TOTAL NUMBER OF SHEETS - 4 ■'D ■ :�000 BOARDSIDING ° , •DRC CMU TOTERMINATE • HARDI B' _IOVER •- �IIIIIIIIIiIII!I�Illllll l iil� DECORATIVE) I 1_6 COLUMN COVERS WITH ACCENT RECESS 4% WITH FIBERGLASS TAPERED TOP TYP PICKET SPACING TYP PVC HANDRAIL AT 42"H AND NEWELL POST TYP 3. RIGHT SIDE ELEVATION SCALE 1/4"=l' -O" 12 14 MPACT WINDOWS TYP. NGLE ROOF TYP. COPYRIGHT 2009 ANDREW MORGAN SERVICES COA No. 26093 PH 561-881-8999 FAX 561-881-00 SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH, FLORIDA 33401 ze j-, ° _ 3 j0 F42F. P --Lu N. rZ SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE ,^ U CIO Q J U W 0 ® LLJ \0 0 45;W Cf)> M� 0 z m: Ne -� o C/) LL c Cy Q Lu CCy o� U t - = Q LLJ LuL1 N� Z Lb N 0 = LL moi- M 0 ,z r-- �t- 0 00w 0 3: C OQM F- A�LL//I z - Z W L.L� > OM 0 t-- C n co LL N a Data Drawa By. Checked By: A, Revisions: 12/08/15 REVISED LAYOU jr6 Vj"f- All Description: Shoot No: TOTAL NUMBER OF SHEETS - 4 A. TYPICAL CONSTRUCTION JOINT B. TYPICAL CONTROL JOINT 05 KEY WAY WELDED WIRE FABRIC CONTROL JOINT CONSTRUCTION DISCONTINUE AT JT WWF JOINT d - VAPOR G� R d � A -� LEVELINGFILL I I=I BARRIER LEVELING COMPACTED TREATED FILL VAPOR BASE TYPICAL 4" 4' 4' 4" BARRIER 1 TYPICAL 4" CONCRETE SLAB ON GRADE NTS VERTICAL BAR REINFORCING SEE PLAN FOR LOCATION 3/4" RECESS WATER STOP ALONG THE ENTIRE PERIMETER FOR THE CMU I i 6x6—W1.4xW1.4 WWF AT CENTER OF SLAB FINISH GRADE FINNISHED FLOOR ELEVATION THICKENED SLAB EDGE TO BEAR ON WELL COMPACTED SOIL. 2#5 LONGI REBAR #4 TIES AT 24" O.C. 2 WF20 TYPICAL MONOLITHIC FOOTING DETAIL NTS CONCRETE SLAB W.W.F. SEE PLAN oa VAPOR BARRIER 1#5 LONGI REBAR 8" 8' 3 TE THICKENED SLAB EDGE DETAIL, TYP NTS STUD WALL 4" S 16' ---(2) #5 REBARS CONTINUOUS 4 STEP IN SLAB DETAIL NTS VERTICAL BAR REINFORCING SEE PLAN FOR LOCATION 3/4" RECESS WATER STOP V__ ALONG THE ENTIRE ERIMETER FOR THE CMU 6x6—W1.4xW1.4 WWF AT CENTER OF SLAB i FINNISHED FLOOR ELEVATION ;--i—+----+'— I I I _J 2#5 LONGI REBAR #4 TIES AT 24' O.C. 5 SECTION NTS 4x4 PT SOUTHERN PINE WOOD POST FINISH GRADE StMPSON STRONGTIE CC44 ,..•w.____,._,.___w.,,.,. _ FINNISHED FLOOR -r--•--•--+— ELEVATION 4 da Qa SLAB a d a a a a Q o a FOOTING, SEE PLAN 6 POST TO FOOTING DETAIL NTS FOUNDATION PLAN NOTES: 1, ALLOWABLE NET SOIL BEARING CAPACITY = 2000 PSF. CONTRACTOR IS TO CONFIRM THIS BEFORE EXCAVATING. 3. F**.... ETC INDICATES CONCRETE SPREAD FOOTING. e.g. F36 INDICATES A FOOTING 36" SQUARE WHERE THERE IS A DISCREPANCY BETWEEN DIMENSIONS ON THE CONSTRUCTION DRAWINGS, CONTACT THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING. FOUNDATION CONCRETE SHALL HAVE F'c = 2500 PSI AT 28 DAYS. 7. ALL REINFORCING STEEL SHALL BE Fy = 60,000 PSI. 8. PROVIDE CONTROL JOINTS IN THE SLAB ON GRADE AT 12 FT MAXIMUM CENTERS. CONTROL JOINTS SHALL FORM SQUARED SLAB PANELS. 9. MINIMUM LAP LENGTH OF REINFORCING STEEL AT SPLICES SHALL BE 32 BAR DIAMETERS MINIMUM UNO. DO NOT WELD REBAR. 10. REINFORCING SHALL BE PLACED AT CORNERS IN FOOTINGS, WALLS AND BOND BEAMS TO MAINTAIN CONTINUOUS REINFORCING. CONT. WALL FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING WF20 1'-8'x16" CONT. 2—#5 L.W. CONT. + #4 0 12" S.W. BOT. SPREAD FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING REMARKS F36 3' -0'x3' -0'x12" 3—#5 BOT. E.W. CORNER BARS AT BEAM (OUTSIDE ONLY) (2) CORNER BARS AT FOOTING (MIN) VERT. DOWEL LAPPED WITH WALL REINFORCING, ALL LAPS 25" (MIN) IN GROUT FILLED CELL ALL CORNER BARS TO BE THE SAME SIZE, NUMBER AND SPACING AS HORIZONTAL BARS IN FOOTING„ BEAMS, AND WALLS A. REINFORCING DETAILING FOR BEAMS AND FOOTINGS J Q x W z z III a- 0 0_ O 8"x16" CMU WITH CELLS FILLED WITH GROUT & (1) #5 VERTICAL DOWEL `P.T. 2x6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK WITH Y"x5' REDHEAD WITH MINIMUM 2' DIA x Ys" WASHER (TYP) AT 24" CENTERS. START 5' 0� � FROM ENDS B. GARAGE DOOR BUCK DETAIL I d 9 z'—n'1 -V V \r V V V v v v v v v r FOUNDATION PLAN SCALE 1/4"=1'-0" COPYRIGHT 2009 ANDREW MORGAN SERVICES COA No. 26093 PH 561-881-8999 FAX 561-881-00 SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH, FLORIDA 334(X t 0 LJJ3 SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE Lu C) uj OW Q pZ = Se pW � � Lf p Q C" Lu cy CD ry = (Y •. Lt W W •� m N U jCVp=Ll o a COO "lqt 10 C oWo3� Z [L > OM OAC n mu. V a Date: Drawn Hy: Checked By: A,, Revisions: 12/08/15 REVISED LAYOU P U a Description: Sheet No. S3 TOTAL NUMBER OF SHEETS - 4 rn M 0 4" 2500# - I 4" 2500# CONC PAD a O CONC PAD 0 F�- r J 3 S3 E F20 WF20 M M N N d O I � N 'S 4" CONCRETE SLAB ON GRADE REINFORCED WITH 6x6—W1.4xW1.4 2 S S3 WELDED WIRE FABRIC ON 6 MIL. VAPOR BARRIER ON COMPACTED 3'-4" TREATED SUB—SOIL. TYPICAL. F�__ I� CONTROL JOINTS AT 12"-0" O.C. MAX FFL SHALL BE 18 MINIM ABOVE THELAV�W�\ II TUB I SHOWEIf 001 CROWN OF THE ADJACENT ROAD I� 11 �� I L=_j 13 M SISPNK O —1" LL L"V M V (I VW4 I liI �R �J III I LC i L11— — — -j EL -0'-4" 4 S3 104 WF20 W 0 0 N S 0 1 � N LL. WF20 EL -0'-4" a 4" 2500# s 0 CONC PAD I LO to as I T_ M _ - rr P1 P1 P1 F36 F36 6'-0" 6'-0" F36 -V V \r V V V v v v v v v r FOUNDATION PLAN SCALE 1/4"=1'-0" COPYRIGHT 2009 ANDREW MORGAN SERVICES COA No. 26093 PH 561-881-8999 FAX 561-881-00 SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH, FLORIDA 334(X t 0 LJJ3 SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE Lu C) uj OW Q pZ = Se pW � � Lf p Q C" Lu cy CD ry = (Y •. Lt W W •� m N U jCVp=Ll o a COO "lqt 10 C oWo3� Z [L > OM OAC n mu. V a Date: Drawn Hy: Checked By: A,, Revisions: 12/08/15 REVISED LAYOU P U a Description: Sheet No. S3 TOTAL NUMBER OF SHEETS - 4 PROVIDE 1 8" SPACING A --- PANEL EDGES /7- 4' x 8' CDX PLYWOOD SHEATHING_ MIN. 19/32" THICK Vii' �y/ / I ����;;17 TYP. NEW WOOD. MAX. SPAN 24"/i 7` / / ''I i I'/� / i� %" �_' - - TRUSSES 0 24" O.C. 8d RING SHANK NAILS AT 6" O.C. AT PANEL EDGES AND INTERMEDIATE SUPPORT 4" O.C.. 0 BUILDING PERIMETER v'// x/11 WOOD FASCIA SEE ARCH'L W/ 2-16d NAILS 0 EACH TRUSS LATERAL BRACING 1f16" SPACE AT PANEL ENDS -� / �.' RAT RUNS) AT FT MAXIMUM CENTERS W/ 2-16d NAILS 0 EACH TRUSS GABLE END SHALL BE BRACED AT BOTOM TRUSS CHORD 4 PLYWOOD NAILING DETAILS NTS CC44 1/4-4 POST CAP R/ QTRUSSES AT 24" O.C. POST P1 5 SECTION 1/4"= 1 l -0" CC44 1/4-4 POST CAP POST Pi 6 SECTION 2X4 BOTTOM CORD BRACING 24" MIN 1x4 AT 6'-0" D.C. LAP (2) 16d AT EACH TRUSS / 2x4 AT 10'-0" ox. 7 111x1/\i111VIYI BOTTOM CHORD DIAGONAL BRACING F2 LBS QUANTITY AT REACTION NTS PLAN MARK ROOF SHEATHING TO GABLE END FRAMING 2x6 OUTRIGGER AT 24" O.C. NAIL SPACING SHALL BE 4" ON US26 TO INTERNAL TRUSS CENTER AT THE GABLE END. H2.5A TO TRUSS OVER WALL/COLUMN BOTTOM CORD OF WOOD TRUSSES AT 24" O.C. 81-0" I A\/1\ I1 III x2x6 MIN TOP CHORD 7 111x1/\i111VIYI BOTTOM CHORD DIAGONAL BRACING F2 LBS QUANTITY AT REACTION NTS PLAN MARK ROOF SHEATHING TO GABLE END FRAMING 2x6 OUTRIGGER AT 24" O.C. NAIL SPACING SHALL BE 4" ON US26 TO INTERNAL TRUSS CENTER AT THE GABLE END. H2.5A TO TRUSS OVER WALL/COLUMN 1810 415 x2x6 MIN TOP CHORD 1 14 -10d x1 1/2 EMBED INTO R.C. BEAM U2 DETAL20 2480 2000 ROOF TRUSS 2 N¢ I I U3 HUS210-2 3290 - t—�Z �O 1 8-16d U- (n I I H2.5A — 0 �i� 1 �' 1 1 ROOF TRUSS 'I 220 2 2x4 RAT RUN PER I I 2/5-8d ¢�~ ---__-_--_---- _ < TRU_SS ERECTION PLAN v~i > LJ o GRB: 2x4 GABLE BRACE AT 5'-0" O.C. 2-16d, 1 1/2" EMBED, TO TRUSS VERTICAL OR TOP CHORD. TIE BEAM U1: SIMPSON STRONGTIE MSTAM24 9-10d TO VERTICAL, 5- 1/4x2 1/4 TITENS TO WALL 8 GABLE END BRACE, TYP NTS CMU WALL REBAR, CONTINUE TO TOP OF WALL AND TERMINATE IN 180 DEGREE HOOK. ROOF TRUSS 16" DEEP CMU BOND BEAM 2#5 LONGI BARS, CONCRETE MASONRY CONNECTOR SCHEDULE TO BE COORDINATED WITH TRUSS MANUFACTURER'S REACTIONS USE THE SAME CONNECTOR AT EACH TRUSS SUPPORT ON CMU OR ROOF BEAM TRUSS S PORT ON CMU OR ROOF BEAM ELEV T.O. BEAM STRAP, SEE CONNECTOR SCHEDULE BELOW SEE ARCH DWGS FOR OVERHANG DETAILS. LATERAL FORCE F1 IS PERPENDICULAR TO F2. CONNECTOR" UPLIFT LBS F1 LBS F2 LBS QUANTITY AT REACTION ANCHORING DETAILS PLAN MARK SIMPSON MARK L-1 LATERAL 1050 908 TO TRUSS/RAFTER TO R.0 TIE BEAM/ RBI U1 HETAL16 1810 415 1100 1 14 -10d x1 1/2 EMBED INTO R.C. BEAM U2 DETAL20 2480 2000 1370 2 18-10d x 1 1/2 EMBED INTO R.C. BEAM U3 HUS210-2 3290 - - 1 8-16d 4-1/4" x21/2" TAPCONS U4 H2.5A 1200 220 220 2 2/5-8d 2/5-8d U3 IS A HANGER FOR ROOF BEAM RB1 TO SOLID MASONRY U4 IS A TIMBER TO TIMBER STRAP ** CONNECTORS ARE BY SIMPSON-STRONGTIE AND ARE TO BE COORDINATED WITH THE REACTIONS FROM THE TRUSS SHOP DRAWINGS. ALL CONNECTORS ARE TO BE OF HOT -DIPPED GALVANIZED STEEL AND SHALL BE TYPE U1 UNO.. DO NOT CHANGE THE TRUSS LAYOUT. 1 TRUSS TO TIE BEAM CONNECTION DETAILS NTS \ (WINDOW & DOOR OPENINGS (WINDOW & DOOR OPENINGS X7;-0" WIDE AND LARGER), 6'-6" WIDE AND SMALLER) 1" X P. BUCK W/ 1 4" 1 " X P.T. BUCK W/ 1/4-0 X 1 1/2" BEDMENT X 1 1/2" CONC. EMBEDMENT TAPCON W/ 1"0 WASHER AT TAPCON W/ 1"0 WASHER AT 8"o.c., START 3" FROM CORNERS. 12"o.c., START 3" FROM CORNERS. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. G.C. TO COORDINATE OPENING DIMENSIONS AND BUCK FASTENING DETAIL WITH PRODUCT APPROVALS. MINIMUM WINDOW/ DOOR BUCK FASTENERS 2 TO CMU OR RC MEMBERS NTS 145 TOP 1-#5 BOT. 90' STD. HOOK " 8" -------------------------------------------------- - FULLY GROUTE MASONRY COURSESLINTEL 1" COVER 1-#5 CONT. 8" MIN. BEARING MAX. CLEAR SPAN TYPICAL LINTEL ELEVATION PRECAST CONCRETE LINTEL AS MANUFACTURED BY CAST -CRETE, * OR APPROVED EQUAL. WITH 8" MIN BEARING EACH END. ENDS TO HAVE 5 1/2" LONG x 4" WIDE NOTCH TO ACCOMMODATE VERTICAL REINFORCING AND GROUTING. - TYPICAL. ALL LINTELS EXCEPT L-5 SHALL BE 8F16 -1T-1B AT ALL OPENING UNO L-5 SHALL BE 8F20 -1T-1B AT ALL OPENING UNO 3. MASONRY LINTEL DETAILS RBI: 2/2x10 No 2 SOUTHERN PINE -- P1. 4 4 N 2 SOUTHERN PINE PT POST SCALE: N.T.S. CAST CRETE LINTEL SCHEDULE NOA 14-0903.02 MARK LENGTH OF OPENING APPLIED GRAVITY LOAD APPLIED UPLIFT LOAD ALLOWABLE GRAVITY LOAD ALLOWABLE UPLIFT LOAD SPECS L-1 3'-6" 1050 908 6113 2724 8F16-1B/1T L-2 7'-4" 1050 908 6113 2724 8F16-1B/1T L-3 17'-4" 291 329 1533 914 8F16-1B/iT L-4 5'-10" 1050 908 6113 2724 8F16 -18/1T BEAM SCHEDULE MARK DETAILS RB1 2/2x10 ROOF SHEATHING NAILING PATTERN ZONE #1 = 8d AT 6" ox. FIELD & 4" ox. EDGE ZONE #2 = 8d AT 6" ox. EDGE & FIELD ZONE #3 = 8d AT 4" ox. FIELD & EDGE USE 8d RING SHANK NAILS II IE 1/S4 U1 -I IS m U2 ISO GABLE END U2 L-3 im U1, U2, U3 ARE TRUSS STRAPS AND BEAM CONNECTORS SEE CONNECTOR SCHEDULE 7/S2 FOR DETAILS L-2 U1 L-1 E I I log 11 m_ ml U2 U2 > > > U1 P II , IIIPII P U1 PP PPP P ' I P Ir IIII P II u1 P n P P P P P 71 P „ i i 1 i I I U 1 _ IIPI P II P�- - - U1 - III � P ,I U 1 PI I I P n P u I 1 I I i 1 1�- - - U1 III II IIII P P I I I U1 P ri P P I i l U1 P P I P U1 I u - II I I I U1 IP I PPI I it P II P i I I 1 i I I i PJim _JU2��S I U1 U2 IIII I 1 I 1 1 1 IIII 00 I I 1 i I II � lul lul lul lul til U2 L-4 _ - - L-1 _ RB1 U1 7j, ROOF FRAMING PLAN , SCALE 1/4"=1'-0" COPYRIGHT 2009 ANDREW MORGAN SERVICES COA No. 26093 PH 561-881-8999 FAX 561-881-00 SUITE 109. 513 US HIGHWAY 1 NORTH PALM BEACH. FLORIDA 33401 ie w i. SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE .�--� b CIDi Lu M 0 UJ p 0W G < � oz= 0 LU t,C CJ, c'r LL c oWC:) CK= <� �= 0 Q W Ll r< m Q 1 r4 LOCN 0 = Ll I F-- c:> a Cno d- o - de ooo 3:C C=)I- Z -- L Zm ry � > U 0 C m cy) LL CV a Date: Drawn Bp: Checked By. A\, Revisions: 12/08/15 REVISED LAYOU Description: Sheet No: TOTAL NUMBER OF SHEETS - 4 LOCATION: SEE FLOOR PLAN ELECTRICAL PANEL SCHEDULE CKT. If 1 P/T 2/60 COND. R WIRE 6 DESCRIPTION AHU PHASE A 13,200 PHASE B NON- DESCRIPTION CU WIRE 8 COND. 3/4" P/T 2/ 40 CKT. 2 4 5 7 2/50 R 8 RANGE/OVEN 10,000 11,800 WATER HEATER 6 3/4" 2/60 6 8 9 11 2/30 R 10 DRYER 5.000 1,500 LAUNDRY 12 R 1/20 10 1,200 FRIDGE 12 1R 1/20 12 13 15 2/20R 12 DISHWASHER DISPOSAL 2.700 11500 SMALL APPLIANCE 12 1 R 1/20 14 1,500 SMALL APPLIANCE 12 R 1/20 16 17 1/201 R 12 GARAGE CLG RCP 11000 1,200 ALARM SYSTEM ++ 12 R 1/20 18 19 1/15 R 14 GENERAL LIGHTS /////////f ff/fff/f/f GENERAL LIGHTS +* 14 R 1/15 20 21 1/15 R 14 GENERAL LIGHTS *+ ////f///// //ffffffff GENERAL LIGHTS ** 14 R 1/15 22 23 1/20 R 12 EXTERIOR LTS/RCPTS 1,000/////f//f f GENERAL LIGHTS *+ 14 R 1/15 24 25 1/20 R 12 BATH LTS/SMOKE DErs*4 1,500 BATHRM RCPTS 12 R 1/20 26 27 1/20 R 12 IRR TIMER 1,500j/f f f f f f f f DINING RM RCPTS +* 12 R 1/20 28 29 - - - SPACE - 1500 MICROWAVE 12 R 1/20 30 TOTALS: 1 34,400 26,200 V.A. BRANCH BREAKERS- 1O,QD0 A.I.C. TOTAL CONNECTED LOAD- 60.600/240V - 253 AMPS; SEE LOAD CALCS ESTIMATED DEMAND LOAD- 139.8 AMPS FEEDER SIZE IS TO BE - SEE RISER (design based on copper) TYPE: THWN/THHN RATED VOLTAGE- 120/240 1 PHASE 3 WIRE BRANCH POLES- (-)18 (-)24 (X)30 i (-)40 MOUNTING: (-)SURFACE (X)FLUSH BUS RATING: (-)100 (X)200 (-)400 AMPS CONT. NEUTRAL BUS IS TO BE X FULL- HALF SIZE GROUND BAR XIS (-)NOT REQUIRED KEYED DOOR (-)IS (XNOT REQUIRED FEED IS TO BE (X)TOP (-)BOTTOM MAINS (-)M.B. x (X)LO. PANEL IS TO BE (-)FUSED (X)LOAD CENTER (-)BOLT IN BREAKER TYPE MAIN C.B. RATING N/A AMPS. CONT. C -GAUP tTC►/ AD nC At%c A0 AMU&' .-.... .,......... ..__. _-- _-• •-..- _-- -- _ -- rv•�.+ . ..vw.v& Q'va-vr IN At.-Vczbl lLti AKLA LUGATIVN ABOVE CEILING. R-ROMEX '' - ARC FAULT BREAKER E -EXISTING ///// - GENERAL LTG O 3W/S.F. = 1,500 S.F. x 3W/S.F. = 4,50OW LOAD AT PANEL NO DEMAND - (HEAT) AT 65X - 13,200 x .650 4WD VA IST tOkW 0 100X - 10.000 BAL 0 4OX (37,400 x .40) 14,960 33,540 VA => 139.8.3A SERVICE CALCULATIONS TOTAL CONNECTED LOAD - 80.6WA HVAC HEAT (WORST CASE) 065X - 13.2 x 0.65 - 8.58 kVA IST 1OkVA 0 IOOX - 10.0 x 1.0 - 10.0 kVA BALANCE O 4OX = 37.400 x 0.4 - 14.96%VA TOTAL - 33.54 kVA TOTAL/240 = 33.54 kVA/240 x 1000 - 139.8 AMPS. FAULT CURRENT CALCULATIONS A.I.C. PER F.P.L (WORSE CASE) 20,834A SYM (75kVA XFMR, Z -1.5X) Cvdue FOR 2/0 = 14755 f • 2.Ox50120,34 - .807 10,755 x 240V M - _ 1 .553 1+f ISC - 20,834A x .553 - 11,529A AT METER Cvdus FOR 2/0 - 14755 f - 2.Ox25'01.529 - .223 10,755 x 240V M - _]_ .817 1+f ISC - 11,529A x .817 - 9,424A AT PANEL (SRVC HAS 1 SET OF #2/0(CU), RATED FOR 200A) DISTANCE x OHMS/KFT x LOAD - VOLTS - LN 5OFT x.101/1000FT _ x 150A - 7575V - LN .7575V - LNx 2.0 (1 PH) - 1.515V - LL 1.515V - LL / 240V = .0063 .0063x 100 - 0.63X VDROP GENERAL ELECTRICAL NOTES 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE 2014 NATIONAL ELECTRICAL CODE (N.F.P.A. 70), 2014 N.F.P.A. 72, 2014 N.F.P.A. 101, 2014 FLORIDA FIRE PREVENTION CODE, 2014 FLORIDA BLDG CODE, LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPUCABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER MUST BE A CONDITION OF THE SUB CONTRACT. 3. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 4. MINIMUM WIRE SIZE SHALL BE #14 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED. 5•• ELECTRIC SERVICE TO BE INSTALLED AT 3 FEET ABOVE MSL. ALL CONDUIT RISERS SHALL BE GALVANIZED RIGID STEEL (GRS). WHERE CONDUIT BENDS UPWARD FROM UNDERGROUND TO ABOVE GROUND, USE AN APPROVED PVC TO GRS COUPLING. GRS CONDUITS SHALL EXTEND A MINIMUM OF 18" BELOW GRADE. 6. WIREWAYS SHALL BE SIZED AS REQUIRE PER N.E.C. UNLESS OTHERWISE NOTED. 7. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF OUTDOOR, NEMA 1 INDOOR). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. 8. PROVIDE GFI CIRCUITS FOR ALL BATHROOM.EXTERIOR OUTLETS AND AS SHOWN ON PLANS. ALL RECEPTACLES WITHIN 6'-0" OF A SINK SHALL BE GFI TYPE. 9. ALL 120V SMOKE DETECTORS AS WELL AS 15 AND 20 AMP CIRCUITS IN BEDROOMS AND ALL LIVING AREAS SHALL BE FED FROM ARC FAULT PROTECTION TYPE CIRCUIT BREAKERS IN ACCORDANCE WITH N.E.C. 210.12. 10. SMOKE DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE TANDOM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. 11. ALL CARBON MONOXIDE DETECTORS TO BE PLACED WITHIN 10 FEET OF SLEEPING ROOMS. DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED BATTERY BACK-UP. 12. ALL THERMOSTAT LOCATIONS TO BE COORDINATED AND APPROVED BY CONTRACTOR PRIOR TO CONSTRUCTION. 13. IN GENERAL, PROVIDE TAMPER PROOF RECEPTACLES IN ACCORDANCE WITH NEC 406.11 & 210.52. 14. ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH U.L. APPROVED CONNECTIONS. IF NECESSARY THE CONTRACTOR SHALL FORM A GROUNDING ELECTRODE SYSTEM PER N.E.C. 250-81. 15. ALL ELECTRICAL EQUIPMENT SHALL BE RAINTIGHT (NEMA 3R) WHERE EXPOSED TO THE WEATHER. ALL FLEX CONDUITS CONNECTED TO SUCH EQUIPMENT SHALL BE UQUIDTIGHT. 16.. ALL CLOSET LIGHTING SHALL MEET AND COMPLY WITH N.E.C. 410.8. 17. LIGHTING CONTROL SHALL BE BASED UPON F.B.C. ENERGY CONSERVATION, 2014 EDITION, ARTICLE 505. 18. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION PF NOT LESS THAN 200 19. GYPSUM BOARD SHALL COMPLY WITH F.B.C.R. 702 & A.S.T.M. STANDARDS 20. CERAMIC 11LE AND BACKER BOARD IN SHOWER AREAS SHALL CONFORM TO F.B.C.R. 702.4 21. OCCUPANCY IS RESIDENTIAL R-3 TYPICAL SWITCH & RCPT MOUNTING MIN ��" SWITCH 4 0 18" ACCESSIBLE RECEPTACLE PLUMBING NOTES GFCI ILI RECEPTACLE -0"; 3'-8" 00 NTER IS" BFOR2 [� 8 KITCHEN -IN GENERAL, PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC AND SHOULD NOT BE SCLAIM. 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. -PROVIDE VALVES FOR DRAINAGE OF WATER LINES PER SOUTHERN BUILDING CONGRESS STANDARD PLUMBING CODE. PROVIDE VALVES FOR HOT AND COLD WATER SUPPLY RISERS PER SOUTHERN PLUMBING BUILDING CONGRESS STANDAR PLUMBING CODE. -INSTALL PRESSURE REDUCING VALVES AT WATER METER IF REQUIRED PER SOUTHERN BUILDING CONGRESS PLUMBING CODE. -PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES. -PLUMBER TO VERIFY TIE-IN ELEVATIONS OF UTILITIES BEFORE BEGINNING WORK. -PLUMBER TO SUPPLY AND INSTALL LOOPS AT ALL PLUMBING FIXTURES. -IF PVC SCHEDULE 40 PLASTIC PIPE IS USED. PROVIDE EXPANSION JOINT IN ALL VERTICAL SOIL AND WASTE STACKS AS PER SOUTHERN BUILDING CONGRESS PLUMBING CODE. -PLUMBER TO DROP PIPING WHERE REQUIRED TO CLEAR BEAMS, ETC. -ALL WATER CLOSETS. LAVATORY. SHOWERHEADS, URINALS, & SINKS TO COMPLY WITH PALM BEACH COUNTY WATER CONSERVATION CODES F FIXTURE MIRROR GFCI RECEPTACLE c i� 0 LAVATORY i BATHROOM NOT TO SCALE E013 CI CEPTACLE z to � 1 d, BASEMENT, LAUNDRY, UTILITY ROOM PLUMBING RISER 2" VTR ti j l 1 I„ LAV 2" TUB II § W W.C. C.O., I 3" 2,� 3., R All 2" VTR 1 2„ 2" 3.. } 11" SINKS G C.O. V. 2" VTR 3" VTR 3 1j" LAV ' 2" TUB ,a 2 ✓l q2" W.M. 11.. LAV 3 W.C. I 3„ c13 C.O. 5� 3° € C . PLUMBING RISER N.T.S. TV/DATA JACK RECEPTACLE 0 o 00 0 PLASMA TV LOCATIONS 27 WP GFI FOR IRRIGATION TIMER r r r r I r r r , r , r , r , r I r r r r , r , r , r 23 2 POLE NONFUSED, 60A DISCONNECT 27----------------------------------------- -" --------------------- ELECTRICAL PLAN SCALE %4"=1'-0" ALL WORK ON THE RISER WILL BE NEVI COIL UP 10 FEET OF (EXTERIOR) ELECTRICAL LEGEND -SYMBOL 3#2/0(CU) DESCRIPTION SYMBOL DESCRIPTION (RGS) 312/0(CU). GANG SWITCH PANEL ® EXHAUST FAN - 2% NEMA 3R SPST WALL SWITCH p.l DISCONNECT SWITCH 43 3 -WAY SWITCH 1PANELBOARD o CARBON MONOXIDE DETECTOR FLUORESCENT LIGHT FIXTURE DUPLEX RECEPTACLE SECURITY SPOT LIGHT DUPLEX RECEPTACLE SPLIT WIRED RECESSED HI -HAT LIGHT FIXTURE 220V RECEPTACLE. WALL MOUNT LIGHT FIXTURE 7 TELEPHONE OUTLET SURFACE MOUNT LIGHT FIXTURE 1V� TELEVISION OUTLET GFI GROUND FAULT INTERRUPTER SMOKE DETECTOR VP VAPOR PROOF CEILING FANWP WATER PROOF DOOR CHIME (J DOOR BELL 3" 2 WAY C.O. v t TO SEWER SCDCOMBO SMOKE/ CARBON MONOXIDE DETECTOR 7T71" FLOOD LIGHTS NOTE: RECEPTACLES IN KITCHEN AND BATH AREAS TO BE 40" A.F.F. ALL 120 VOLT SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI TAMPER PROOF RECEPTACLES MUST BE INSTALLED IN ALL 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS --------------------- ELECTRICAL PLAN SCALE %4"=1'-0" ALL WORK ON THE RISER WILL BE NEVI COIL UP 10 FEET OF (EXTERIOR) SLACK FOR FPL 3#2/0(CU) - 2 1/2% (RGS) 312/0(CU). #6G(CU) 200A200A - 2% NEMA 3R MCB METER O W/BYPASS 22kAIC GND C.W.P. Z LOCI 6U. CU. FOOTING STEEL _ 5/8"x10" COPPER GROUND ROD ELECTRICAL RISER NOT TO SCALE (GARAGE) MLO 10kAIC oftok W� Al © COPYRIGHT 2015 O'BRIEN, SUITER & O'BRIEN, INC. L' GEND.• CENTERLIAE CA. = CENTRAL ANGLE I.R. = 5/8" IRON ROD WITH CAP JLB 353 OVERT EAD UTILITY LINES 3,93 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOLRCE FL 9RDA GEOLOGICAL SURVEY BENCH MARK 'D LRAY NORTH BASE W-1" FLD ZONE C W = WATER METER ESCRIPTION•- L T 1, BLOCK 4 POINCIANA /-EIGHTS, ACCORDING TO ThE PLAT REOF, AS RECORDED IN PLAT BOOK 23, PAGE 183, OF THE PL&C RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY SITE ADDRESS- 215 W. MARTIN LUTHER KING JI?. BOUEVARD, BOYNTON BEACH FLORIDA 33� I HEREBY CERTIFY THAT TINS SURVEY WAS MADE CIDER MY RESAONSIBCB� : RGE AND MEETS THE H#VM N TECIIIVICAL STANDARDS AS SET FORTH BY, IDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W , Ol37DA- 3 DMINSTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STAT, TSS. PAUL D. ENGLE NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 CE�EOD�LRFLQRA A 1Y94RF O'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATIONlLB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: PAUL D. ENGLE 955 N.W. 17TH AVENUE, SUITE K-1, DELRAY BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 DATE OF SWVEY REVISED.' t2/9/15 - aWM PROPOSED SCALE: „ _ , 1 -- 10 OCTOBER , 2015 211316 - L0CATO LJ%M OF FIELD BOOT! PAGE AID � s/JD/16- FNVAL AS-BULT ORM NO.: '' 8.176 31 15-101db Mid I 441011 WORK INVOLVEDOi%j 4I�f y N ••a O 5 f t r'i r .a o= 0 3 o T17. N '> t{ ... N C2 s �` ( ., --_.`-----'•;,._ o r-1 t'f) r-1 O d1 O 00 O L\ di � � � � � n tI) di � N rl � , Cfi C� ri _ _ � = o o poo N o .� - C V * NOTE: THIS TRUSS PLACE IS TO e—t U U rl O O O O O O O �C O O O O O O U U U i Z. Z ❑/ / / _ / ;' ,� //Z /Z/. / / / SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. - _ o CJ10. i J THE BUILDING DESIGNER IS REPSONSIBLE FOR THE -a A z ` STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. -p p ❑ REFER TO THE INDIVIDUAL TRUSS ENGINEERING 000j DRAWINGS FOR GRAVITY AND UPLIFT LOADS. � p o � CJ3 j CJ3 ,y � � � FOR BRACING & ERECTION DETAILS REFER i� TO CSI-03 AND/OR ENGINEER OF RECORD ........... ......... . J5 CJ5 _ _ 777 c m a c y a1 a N \ I ❑ ' ori REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING o,~s Deo C J5 \ O J9 ....... .. ....... .................... ... .......... ....... .......... ....... 'T3 C N -p 67 G H �ya�oNQ�� \ A - JUS24 THD46 ;-_ = i p O N la oCP ❑ \. C.. C -p o N -N _ 10 26 0 MSH422 G THD26 /� OK MUS26 J" \ \❑ Jg u s u H d v m O THD28 ® HJC26 O 'O C lOlt � 21011 21OII 21OII 21OII O11 2tOII 1Olt 2 �1011 �IOII 21OII r21011 1011 L 21011 HATCH LEGEND 3J5 n . CM 81011 — o�,_; J5 J9 po3-CH�d�v- m I xx _d=�ap�N�n6pp>aNoo�d� LOADING ROOF FLOORWIND LOA®BRG9'4' . a 2 c.-.m— LOAD 20 0 ASCE J5 J9� 3:DEAD LOAM 10 70 H EXP B I. ” d =oE LIVE LOAD 10* 0 CATEGORY IIJ9 J5 - DEA® LOAD 10 ENCLOSED 1 C C - CD TOTAL LOAD 0 FC-201404 J5 \�\ I 4c. DURATION FAC 1.25 0 TPI 2007 DATE Y REMARKSVOS J9 NREV J5 Cs � o% � N MV' 9'12 - o V 2 `❑'_.\ , � ' II; o . ,_,: .iIIj .l " I > V16 9 CMc coo o.R aV20 316 �..15 It is understood that above APPROVEDconditions have been reviewed ❑❑G o-Q=__MQoEoi.o3'o.o��-co-d_=iNpd-C_�.H.�N-n3N=`a=aG_=s•CEoa5-vNC - CJ5 &are acceptable for the 12❑ APPROVED AS NOTEDfabrication at trusses, , s c -pelevations, uy==oam`o•_�•ECN�ud�a=O„=-.¢OagOpy-•�oCO_N._�,daNaa>dNopdd3a�_°�oO'o pitches, overhangs REVISE AND RESUBMIT , ”Cb dfasCias,ceiling V27 \C3 REJECTED C 5 ,I� conditions all detail pertaining o3 . I1If'iI` __CJB06 __ ../, to this truss placement Ian. No back charges will be accepted siv.d��=m•�N.Nod�c3na=����N=C3N_,.>a��°��a�cOCC�',�Caaa�-i.N=. f OOhr. OO.._...O , DATE ,o!LIVE =Nt�-}-�Nio��Lp_cpN»�N-r=p�•_Cod=n}aCNN�-o , ........... ................................. _i ,O . . ........... __—_—❑_ __, _❑ _❑ WttlOUt reVtQUS written —_ __ _ _ _ -__.._. ..... __—__NN- . _....... .._ - _ -------- ..__......... __ __ _ ______ ___ ____ __ __ ___ _--------------------------__�____ .... _._......_. ........ �........ ....... ....- ___/� approvalfrom an A-1 Roof CD W 0- U U Trusses representative. REVIEWED BY z _d•QNaa�cyNn_odL'a>:CdTOu>L- DATE 07/01/15 PLAN ARCH: STUCT. 07/01/15 cmB05 5 _ CUSTOMER SUNNYSOUTH CONTRUCTtON00 . ., JOB NAME 215 NW MLK B05 B04 O / /❑ ; ❑ ❑ /_.. signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Manuel LOCATION PALMBEACH 5. — QLmon�1.o«a=N SDigitally CO NTY215Representative, Qa do N ou=M AND E LOT 'do� P.A., cn=Manuel Martinez ==o vASSOCIATES jat sEE(( 00014B4CF8FE960000211FMt• B03 .�_ O I OTOP OF BEAM 94” Date: (1 10:14:0?-05'00' TYPE D- BL RES 215 - - p. '�_s CD - j}(((4 04, ..................................... . ................ B03 - JOB 63855MASTERt02 : OiEp3p'C-o.~oaNoQH'oCpmao,LoaLa=p�a�ao�irn�oo�c�aNC3a v•=r. , \_\\ �.r _.. -�j- AT F DRAWN SCALE DATE o 4::B02 01 1S 16 ..... ......... all N. TS. �_-..o�„Q=,-�o~•aCa3aGCaaa~C��p`m_a��a_>a•TsoN�„ca-ma o°a� -� 77 _. ............ _..........._ __....- AM oV,pHoNaaNm-Loc.pO- B01 -s—oa• 7l 000001000061 4b Be Scdl Ca 1CL fO 36 61Otl VIOII .........................11L11 / ARECALC FLOOR 0 ft2 � ROO181811 C1 13181 111811 ROOF 2240.88ft2 � WTRUSE FASCIA 159 ft - HIPLINE 78.94ft CD v"=c_ao_a A FLORIDA CORPORATION I. 44 0 v VALLEY LINE 24.94 ft °- d o d o _ = : _ `SHEETING AREA UNDER VALLEY TRUSSES AND Ph 772-409-1010 f Fax 772-409- 015 y T 4- a s WASTE MATERIAL NOT INCLUDEDt {/ ,/ http:/ Www. a J truss. com '^ CL *- — 3'- O � O c `r• C. O p C HLDR TO VERIFY CALCULATIONS ' -= GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW THE "FLORIDA BUILDING CODE 2014" AS ADOPTED BY THE CITY OF BOWON BEACH AS APPLICABLE AND ALL APPLIGIBLE AMENDMENTS 2. OCCUPANCY IS RESIDENTIAL R-3, CONSTRUCTION TYPE 58 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY DESIGNER/ENGINEER IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBIi.I7Y FOR ANY ERRORS OR OMISSIONS DO NOT SCALE DRAWINGS 4. WALL AND CSUNG FINISHES SHALL HAVE A SMOKE DEVELOPMENT INDEX OF NOT GREATER THAN 450 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING SWELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL EINERGY CODE: CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE. IT'S ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 6. BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH 774EY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT ANY PRIOR NOTICE: ITEMS NMICH , WHEN SUBSTITUTED REQUIRE APPROVAL OF THE BUILDING OFFICIAL WILL BE SUBMIT IED TO THE BUILDING OFFICIAL Z BUILDER IS RESPONSIBLE FOR ADEOU47E BRACING OF STRUCTURAL OR NON-S7RUC7URAL MEMBERS DURING CONS7RUC710N. 8. TERMITE TREATMENT SHALL COMPLY W17H F.B.C. 301.2.1. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE W77H THE FLORIDA STATE ENERGY CODE SEC71ON 502.4. 11. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULA77ONS SIGNET) AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR APPROVAL INCLUDING TWO (2) COPIES FOR DESIGNERS' REVIEW PRIOR TO FABRIC4770N. 12. TRUSSES TO BE DESIGNED TO CARRY LOADS OF AMC AHU AND MISC. EQUIPMENT. CO-ORDINATE LOG47IONS WITH BUILDER PRIOR TO FABRICA77ON AND INDICATE ON TRUSS DRAWINGS 13. DESIGNER/ENGINEER ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND F007INGS UN77L REVIEW OF APPROVED TRUSS DRAWINGS, SIGNET) AND SEALED BY A FLORIDA REGISTERED ENGINEER. 15. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 16. CONCRETE SHALL CONFORM TO ASTM C94 AND SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS ( UNLESS NOTED 07HERW/SE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE Wf7H ACI 318 AND ACI 301. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 531. Pm = 1500 psi. 17. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE. - SLABS ON VAPOR 84RRIER - 3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE - 2" UNFORMED CONCRETE BELOW GRADE - 3' 18. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615 Sl. 19. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S 'r16 NUAL OF STANDARD PRAC77CE FOR DETAILING REINFORCED CONCRETE CONS7RUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED 07HERWISE; 20. DETAIL OF CONCRETE REINFORCEMENT SMALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE: 21. ADEOL14TE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION 22. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING, DROP BOT. OF TIE BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28' MAX.) AND ADD 2-15 BARS BOTTOM IF DROP EXCEEDS 81 . 23 DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAt BARS ABOVE. 24. VER7JG4L CELLS FOR MASONRY i0<BE GROUTED - SHALL HAVE VERACAL AIJGNMENT SUFFlCtE7NT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CETL. 25. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0' HIGH. CLEANOU75 SHALL BE SEALED AFTER CLEANING AND INSPEC77ON, AND BEFORE GROUTING 26. REINFORCING STEEL SHALL BE LAPPED 40 BAR Dik MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ BEAM REINFORCING AT EACH FACE. LAP 48 B4R DIA. MIN. 27. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUC77ON MANUAL' AS PUBLISHED BY THE AMERICAN INSTT IM OF TIMBER CONSTRUCTION. 28. ALL WOOD IN CONTACT WITH MASONRY; OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BVWEEV THE CONCRETE OR OTHER CEMEN77TOUS MATERIALS AND THE WOOD AS PER CODE. 29. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING EREC77ON OF TRUSSES TO PREVENT' COLLAPSE OR DAMAGE: 30. HEADERS FOR FRAMED OPENINGS GREATER THAN 6=O* MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) 31. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3-2X12'S (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 32. DIMENSION LUMBER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN PINE: NO. 2 OR BETTER OR SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 33. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, FABRIC4770N AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIRCA77ON AS FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS - A 36 MACHINE BOLTS - A 325 w .. _.. .TUBULARA50O A GRADE B (46 KSI) unless otherwise noted CEILING HEIGHTS SHALL BE 9'-4" 1/2" (MIN.) SHEET ROCK WALLS AND 5/8" AT CEILINGS EXTERIOR WALLS TO BE 8" CONCRETE MASONRY UNITS WITH STUCCO FINISH (SEE ELEVATIONS) 110 VOLT DIRECT WIRE SMOKE DETECTORS INSULATION MUST COMPLY WITH F.B.C. 2014 AND ALL LOCAL CODE REQUIREMENTS 1 3/8" HOLLOW CORE INTERIOR DOORS (SEE FLOOR PLAN FOR SIZES) 1 3/4" SOLID CORE EXTERIOR DOORS ALL GLASS DOORS MUST COMPLY WITH FLORIDA BUILDING CODE, 2014 AND TEMPERED SAFETY GLASS ALL BATH AREAS, WHEN REQUIRED ALUMINUM FRAME SINGLE HUNG WINDOWS AT 6' -8 - HEAD HEIGHT (TO BE IMPACT RESISTANT PRODUCTS OR PROVIDE APPROVED SHUTTERS) ALL BEDROOM WINDOWS SHALL MEET EGRESS REQUIREMENTS OF : 20" MIN. WIDTH, 24" MIN. HEIGHT, WITH MIN. OPENING AREA OF 5.7 SQUARE FEET AND SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISH FLOOR ALL ANGLES 45 DEGREES bath schedule TILE FLOOR WET AREAS TILE DRAIN AND SPLASH TILE FULL AT SHOWER TILE AT TUBS (MIN. 70" HIGH) TEMPERED SAFETY GLASS AT ALL BATH WET AREAS "` - -AR �.._ SITE PLAN .� ..........v..�.�..�......,.... LOT DESCRIPTION: SCALE:NTS" LOT 21, BLOCK 1 POINCIANA HGTS IN CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA DESIGN CRITERIA )ESIGN LOADING PER FBC 2014. WIND LOADS PER ASCE 7 10 ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 20 PSF BASIC WIND SPEED = 170 MPH RISK CATEGORY 11 BUILDING: ENCLOSED WIND EXPOSURE = EXPOSURE B Kd = 0.85 INTERNAL PRESSURE COEFFICIENT 0.18 ULT WIND PRESSURE (Lateral Force Resisting System) = 36 PSF ULT WIND PRESSURE (Component and Cladding) = 44 PSF WIND ZONE a = 3'-0" OVERHANG: 1.OFT ROOF PITCH 6/12 IMPACT RESISTANCE ASSEMBLY: YES TYPE OF CONSTRUCTION: CBS 2 1 2 1 2 2 2 1 2 5 4 5 2 2 WALL WIND ZONES: COMPONENTS 2 2 2 AND CLADDING DESIGN 3 3 3 2A 3 ROOF WIND ZONES: 2 2 COMPONENTS AND CLADDING DESIGN F`ki0 i MEAN ROOF HEIGHT <= 15 FT ROOF SHEATHING NAILING PATTERN ZONE #1 = 8d AT 6" o.c. FIELD & 4" o.c. EDGE ZONE #2 = 8d AT 6' o.c. EDGE k FIELD ZONE #3 = 8d AT 4" o.c. FIELD & EDGE USE 8d RING SHANK NAILS COMPONENT AND CLADDING WIND PRESSURES 7 DEG.< SLOPE <27 DEG. CAST CRETE LINTEL SCHEDULE TRIBUTARY AREA (SO. FT.) AREA ZONE ALLOWABLE UPLIFT LOAD 10 20 MAIN ROOF 1,2&3 PRESSURE psf 30 29 8F16-1B/1T 1 SUCTION psf -48 -47 1223 2 SUCTION psf -83 -80 3 SUCTION psf -122 -119 OVERHANG 2A SUCTION psf -105 -105 0" 3 SUCTION psf -171 -165 WALL 4&5 PRESSURE psf 52 52 4 SUCTION psf -52 -51 5 SUCTION psf -63 -63 20'-11" 12'-0" 15'-1" 8$_8"1 8'-11" 7' 3" 6'-0" 1n'-11" . -a" rem In AC COMP I I ON PAD 1 L-1 0h.b. L-1 00I EGRE25 SH SS ® rin 22 SH 33 SH EN PATIO L-1 EGRESS 00 75 SH 0of , 91rogwelf 00 8119 SCALE: X"=1'-0" 1-#5 TOP / 1-#5 BOT. � .LINTEL ,_2r 6, N 90' STD. 8" HOOK FULLY GROUTED 1-#5 CONT. COURSES 8'-8" _� 8" MIN. BEARING MAX. CLEAR SPAN TYPICAL LINTEL ELEVATION * "PRECAST CONCRETE LINTEL AS MANUFACTURED BY CAST -CRETE, OR APPROVED EQUAL. WITH 8" MIN BEARING EACH END. ENDS TO HAVE 5 1/2" LONG x 4" WIDE NOTCH TO ACCOMMODATE VERTICAL REINFORCING AND GROUTING. - TYPICAL. ALL LINTELS EXCEPT L-5 SHALL BE 8F16 -1T-1B AT ALL OPENING UNO L-5 SHALL BE 81720 -1T-1B AT ALL OPENING UNO 3 MASONRY LINTEL DETAILS NTS �u LEGEND CMU WALL INTERIOR FRAMED WALL t.J DOOR ID ELEVATION / SHEET NUMBER A-5 SECTION / SHEET NUMBER 3 S2 LIVING / UNDER AIR 1391 S.F. 96RAGE 296 S.F. 1687 S.F. FRONT PATIO 127 OPEN PATIO 120 TOTAL 1934 S.F. CAST CRETE LINTEL SCHEDULE LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD SPECS L-1 4'-0" 6113 660 2832 1223 8F16-1B/1T L-2 5'-10" 4360 600 2093 1223 81716-16/1T L-3 10'-6" 8"06" RC BEAM, 2-#6 T&B; #3 STIRRUPS 0 6" O.C. 16" UB rF,5r*- 8" 14'-0" 4" 0" 4" 12'-8" M. BEDROOM CID r we `� C BEDROOM ##2" og 64 M. BATH vi 0 5'0 B -F.1 9'-4" CEILING p 9'-4" CEILING LIVING ROOM r to FROM F.F.E. 1 1 FROM F.F.E. 9'-4" CEILING 1 © FROM F.F.E. A LIN 10% U It a ATH 2 I ��c9ry e M 10 C 70 B -F j I iv 3,0„BF r M '0" 2 „ 36" TTIC WC _ TUB I 6'-0" 7'-8" 2'-1" 3'-0" 0 12'-8" 3'-2" N 4 C° W.I.C. KITCHENw � 2 -8 x $2 o `z x IN .b REF -4" CEILING FROM F.F.E. a 42" HI a N R & S to RSD. BAR .LO 1LO 4" WALL BEDROOM #3 = to 4" .� a • BELOW 2, 0" ifl 8" 6'-$" 5'-6" 2'-5" 17'-6" O F (� FROM F.F.E. 5'0 B F ( cV oT-7» �, 1 in •- ' 2 O DINING R-11 INSULATION p (0 ® 1 X- 010 9'-4" CEILING FROM F.F.E. � d 1,1 b m ® 0 N N 00 'A�io ON DEMAND HEATER 4" 200A 25 SH 4"25 �� L-1 SH EGRESS MFR: TITAN PANEL L-1 L-1 MO DEL: N-120 R-11 INSULATION b t�'' T- " 5'-0" 4'-5" 12'-11" V-9" 7'-4" 6"-4 o P..V.C.HANDRAILAT42"H I h.b. FRON PORCM AND NEWEL POST co 22"x54" ATTIC ACCESS IL U ALL WALLS & CLG. TO RECEIVE 1/2" DRYWALL " ,�6j $ 5-6\ , n l 5 -13 i , „ 5 -6 & 5/8 on CLG (MIN.) q 01 GARAGE WALLS, DRS., 4"X4 WOOD 0 & A.H.U. DUCTS TO I .C.HANDRAILAT42"H POST WITH COMPLY WtF.B.C.'10, O R 309 $„ AND NEWEL POST ''11 DECORATIVE CV FRONT ELEVATION N COLUMN 8" 12'_0" COVERS GARAGE �_ _ SEE S3 MAIN BREAKER LOCATION 9'-8" CLNG FROM F.F.E. d 1 - FPL METER L-3 9'-0" X 7'-0" O.H. DOOR a 00 0of , 91rogwelf 00 8119 SCALE: X"=1'-0" 1-#5 TOP / 1-#5 BOT. � .LINTEL ,_2r 6, N 90' STD. 8" HOOK FULLY GROUTED 1-#5 CONT. COURSES 8'-8" _� 8" MIN. BEARING MAX. CLEAR SPAN TYPICAL LINTEL ELEVATION * "PRECAST CONCRETE LINTEL AS MANUFACTURED BY CAST -CRETE, OR APPROVED EQUAL. WITH 8" MIN BEARING EACH END. ENDS TO HAVE 5 1/2" LONG x 4" WIDE NOTCH TO ACCOMMODATE VERTICAL REINFORCING AND GROUTING. - TYPICAL. ALL LINTELS EXCEPT L-5 SHALL BE 8F16 -1T-1B AT ALL OPENING UNO L-5 SHALL BE 81720 -1T-1B AT ALL OPENING UNO 3 MASONRY LINTEL DETAILS NTS �u LEGEND CMU WALL INTERIOR FRAMED WALL t.J DOOR ID ELEVATION / SHEET NUMBER A-5 SECTION / SHEET NUMBER 3 S2 LIVING / UNDER AIR 1391 S.F. 96RAGE 296 S.F. 1687 S.F. FRONT PATIO 127 OPEN PATIO 120 TOTAL 1934 S.F. COPYRIGHT 2009 ANDREW MORGAN SERVICES COA No. 26093 PH 561-881-8999 am on" es SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH, FLORIDA 3340 4 zp1 Z 4k- fku e R a$g LL a C SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE 561-670-7411 C .. M m • W ® W 0 W C-0 Q M� 0 Q CV r=- C/) LL. e LJ CV C:)0" = CV CJ Lij 1 �W > 3 , N00 < I Z C LC) 04 ®= U cy.) 0 Z10 C r- 0�0'�- Z . L Zw W C.,,)IM0 C 0.tY) LL N a Date: 7/15/' Drawn By: E Chocked Sr. A, Revisions: Permit NO. structural L'teCt6Cal Pturnbng �eehana__ P&Z Forest ,. E r i ire Des Police 0"111 r F'='Wlgeet Na. All work invoiced can this permit sl13 G,tp , "Boynton Beach Btuild 1 With 411 TOTAL NUMBER OF SHEETS = 4 CAST CRETE LINTEL SCHEDULE LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD SPECS L-1 4'-0" 6113 660 2832 1223 8F16-1B/1T L-2 5'-10" 4360 600 2093 1223 81716-16/1T L-3 10'-6" 8"06" RC BEAM, 2-#6 T&B; #3 STIRRUPS 0 6" O.C. 16" BEARING COPYRIGHT 2009 ANDREW MORGAN SERVICES COA No. 26093 PH 561-881-8999 am on" es SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH, FLORIDA 3340 4 zp1 Z 4k- fku e R a$g LL a C SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE 561-670-7411 C .. M m • W ® W 0 W C-0 Q M� 0 Q CV r=- C/) LL. e LJ CV C:)0" = CV CJ Lij 1 �W > 3 , N00 < I Z C LC) 04 ®= U cy.) 0 Z10 C r- 0�0'�- Z . L Zw W C.,,)IM0 C 0.tY) LL N a Date: 7/15/' Drawn By: E Chocked Sr. A, Revisions: Permit NO. structural L'teCt6Cal Pturnbng �eehana__ P&Z Forest ,. E r i ire Des Police 0"111 r F'='Wlgeet Na. All work invoiced can this permit sl13 G,tp , "Boynton Beach Btuild 1 With 411 TOTAL NUMBER OF SHEETS = 4 0 0 0 N w m