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HomeMy WebLinkAboutCONSTRUCTION PLANSENERGY CONSERVATION NOTES IV St LLIClE(,`d"O' GENERAL NOTES F lz D m RECEIVED JUL 0 6 2018 ST. Lueie County; Permitting u PROPOSED DEVALLE & MOJICA RESIDENCE 5507 BIRCH DRIVE, FORT PIERCE, FLORIDA 34982 CONSTRUCTION BY PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.. PSLPROPERTIESINC. COM DESIGN CERTIFICATION FOR WIND LOAF COMPLIANCE PROJECT NAME : DELVALLE & MOJICA RESIDENCE_ OCCURANCY TYPE_ R STREET ADDRESS : 5507 BIRCH DRIVE, FORT PIERCE FL 34982 CONSTFRUCT10N TYPE: v PERMIT NUMBER CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY, I ALSO CERTIFY THAT STRUCTURAL CLEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2017 EDITION WITH: 2014 SUPPLEMENTS AND ASCE 7 __10 2. STRUCTURE DESIGNED AS :ENCLOSED: X_ PARTIALLY ENCLOSED: OPEN BUILDING: 3. RISK CATEGORY : 111 X III IV EXPOSURE CATEGORY: B C X D 4. DESIGN WIND VELOCITY: 160 MPH 128 _ ASD NIA LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: +1 11'-6" ROOF PITCH : _ 6112 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH) ZONE 1: + 22.3 ZONE 2: + 22.3 ZONE 3: + 22.3 ZONE 4: + 33.6 Z,)N.IE 5: + 33.6 GARAGE : + 22.3 35.4 - 59.8 - 87.9 - 36.4 - 44.9 - 29.0 7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD:-.5 PSF ROOF/LIVE: 20 PSF BALCONY • NSA PSF DOCK: NIA PSF DECK : NIA PSF STAIRS : _ NIA PSF FENCE: LNiA PSF RAILING • NIA PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO -- (NOTAPPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOT APPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2500 PSF SOIL TEST REPORTS SUBMITTED? AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: PAUL WELCH, P.E. CERT # & CO CERT AUTH DESIGN FIRM: ADDRESS: PAUL WELCH, INC. DATE: 1984 SW BILTMORE ST. SUITE # 114 PORT ST L UCIE , FL 34953 YES 29945 / 5115 I 0 w ., e ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTICATION. THE: ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WI`EH THEIR BACKGROUND. ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (102mm) IN HEIGHT WITH STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEAIJS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. PLANS AND ENGINEERING PAUL WELCH, EEC. 1984 SW BILTMORE STREET # 114 PORT SAINT LUCIE, FLORIDA 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2)ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE WITH T HE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. CONTENTS A100 - COVER SHEET A101 -PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL A102 - PROPOSED ELEVATIONS A103 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND. A104 - PROPOSED FOUNDATION PLAN A105 -PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE A106 - PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING RISER. A107 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE A108 - PROPOSED CONSTRUCTION DETAILS PORCH COLUMN DETAIL INTERIOR NON -BEARING WALL DETAIL BLOCK TRANSITION DETAIL GARAGE DOOR ATTACHMENT DETAIL ROOF SHEATHING NAILING ZONE DETAIL INTERIOR STEP DOWN BEARING WALL DETAIL A109 - PROPOSED CONSTRUCTION DETAILS FENESTRATION DETAILS 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFYALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ADDITIONAL NOTES 1) INTERIOR TO BE %" DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN. 'M." THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD 0.098" DIAMETER, 1 '/" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5164" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE_ AT-,;C WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAID FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 'WSUSPENDED SLABS: 1 Y." 6) LAP ALL REINFORCING STEEL.A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS, 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES i!dSTRUCTIONS AND STANDARD PRACTICES 10) UNL. ESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTER'OE, DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. NFLC, C)R SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LIW C: SHAI L HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 12) Fr" )VI'Jt # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM, 13) EX ERICR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 14�'\D @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDR .'12 WOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETERAND FIELD, 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. W uj cn w W 0 acs 0 cfl O J O c W M OF.J m m ao LL(3)W XL, o LLt-U a n Z U z Z _j I r U 2 J I- Z m z ' w W U) ZO d to I It IL a rn 0- w PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELECTRICAL SHEET 5 FOUNDATION SHEET 6 BLOCK & TIE BEAM SHEET 7 HVAC & PLUMB. SHEET 8 TRUSS LAYOUT SHEET 9 DETAILS SHEET 10 DETAILS SHEET 11 N/A SHEET 12 N/A PLAN SHEET INDEX u ,A L r- zo N 23'-4" - -- -- - - - 16'-0" X 8'-0' CONCRETE SLAB WITH THICKENED EDGE 4'-6" 3 2" 9 6" 3'-2" 1 6'-2" 0 11'-9" T-2" V-8" q 13 4" F7-1 FLOUR DRAIN OHU pp O 3 Il9 STF I H - SH-25/EGRESS t SH-23 6068[TEMP/SGD. -SH-S/EGR S ■ ■ r ■ ■ ■ ■ .—_--TNT■ r r r ■ ■ I■ ■ .'--' '---- REF. DW 10'-9'/<" 12'-11Ys".. OW R 7y 10,_10„ 2, 0„ . Tr_ a. a. o 0 11,_7„ 11'_1++/q' w w ,» O w = U we E2668 O z BEDROOM # 3 m o 0 a KITCHEN -1,/„ m N x w 8'-1"FLAT CEILING o O p w VAULTED CEILING q o DINING MASTER BE ROO ■ N \ w v `- 5-1/2" WALL o c� z VAULTED CEILING. C c4 8'-1"FLAT CEI ING N L O��Ix - w/ VTR Z9 , WALL CABINETS Z9 LL 0 36"HIGH INSUTE WLL m ( COUNTER w7 DRYER 'IN R-NLAA FIG BATT °�. �°�pD K = ■ w M LOCATION rH ■ 6'-1Y<" 2'-1Y." i%> NON-BRG. WALL v 3 "e 0 UTILITY CLOSET 5068 BF 34.112"KNEE WALL = 2868 28s ROD &SHELF k T-10%.- - - - - - - - - - - - - - - - - - - - - - N CLOSET Ham, q v APEX OF VAULT 8• I FLATCEruNG i i�_NON-BRG 2 66SC W Iw/ DRIP PAN 0681BIFOLD --`) HEADER/CAMBERrz I FIH - RRAINLNEmr O mW 12UJ g zIaZ 0 3 ryLu lv� '�° ° ----- PROTECTION POST INSULATE WALL N w/ R-11 F/G GATT 5'-10° 5'-0° GREAT ROOM " VAULTED CEILING ODIX rn 150 AMP N 6 ® ," —► p MID NON-BRG. WALL ¢ o FPL METER ELECT. PANEL w q BEDROOM #2 8'-1"FLAT CEILING 5'"'4" o /� \t� 2" CURB a 2" CURB UTILITY PAD w ,1 sy111 BEYOND WALL K U,1 FOYER c BEYOND WALL ----- ■ p w ■ BATH. WC Q�'� VAULTED CEILING AIC COND. " w " MAX THRESHOLD N 16'-4'/. o LL 10'-101, TUB /SHOWER a S N O 2 N { EGRESS PER FBC R311.2 INSULATE WA L.w/ R-11 FIG BA9 0 SH-25 / EGRE I O FLOOR PLAN SCALE: 1 /4" = 1'-0" AREA TABULATION OCCUPIED A/C AREA: 1233.0 SQ. FT, GARAGE: 402.0 SQ. FT. FRONT ENTRY: 30.0 SQ, FT. REAR PORCH: N/A TOTAL FOOTPRINT: 1665.0 SQ. FT. w I * ..... i - -- ---- .---- _...-.. ......-_... GIRDER BY TRUSS CO. (2) SH-25 /COL. eIXSTEP O DRAIN-- ? I o " GARAGE 8'40FLAT CEILING STUCCO-QQEILING PER FLOOR STRU-TURAL NOTES o i' _ a (a.FF)ENTRY ■ o _io ti 8 4- FLAT CEILINGmN PRECAST LINTEL ■ u 30 m �+ 8" X 16" i0 BLK. COLUMN OA 1,0o O r i� (PER DETAIL ■ ■ ■ 16070 / OHGD PAGE 6) OCCUPIED CUBIC FOOTAGE = 11008 CALCULATE ATTIC VENTILATION CEILING = 1665 SQUARE FEET 1665 / 300 = 5.55 REQUIRED VENTILATION 180 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 41.25 SQ. FT. 12 = 20.6 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 20.6 SQUARE FEET > 5.55 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6" X 22" SOFFIT VENTS (a148" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 5.550 X 40% = 2.220 SO. FT. OF RIDGE VENT 5.550 X 60% = 2.775 SQ. FT, OF RIDGE VENT RIDGE VINT 15 LINEAR FEET OF 2" VENT = 2.5 SQUARE FEET OF RIDGE VENT PROVIDE 15 LF OF RIDGE VENT 1'-10" 1'-0" 9,-8" PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) DIMENSIONAL ROOF SHINGLES OVER 30 # ROOFING FELT CONT. GALV. MTL DRIP - OVER (PT) 1 X 2 12 6 2" X 6" PRE -PRIMED 112" O.H. SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONIC. VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER r SEE FOUNDATION PLAN l FOR SIZE & SPACING / �0'-0" TOP OF SLAB s I` `t' GRADE 4" a i> o D �}.o O — vd ° a SOFFIT DETAIL NO SCALE —R-30 TYPICAL CEILING INSULATION --------- 1/2" DRYWALL @ CEILING (TYPICAL) 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL 8 PRECAST LINTELS p W/ (1) # 5 BAR FOR ALL p DOOR AND WINDOW OPENINGS L_L & FILLED W/ 3000 PSI CONCRETE ❑ w 1"X 2" P.T. FURRING STRIPS U) co @ 16" O,C. WITH FI-FOIL Z INSULATION LL 2 1/2" DRYWALL 0 (TYPICAL) LL 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X F 10/10 WWM OR FIBERMESH TYPICAL WALL SECTION (CONCRETE BLOCK! LINTEL U-BLOCK CONSTRUCTION) NO SCALE 2" X 6" PRIMED & PAINTED R/S SPRUCE i" X 22" VENTS AT 4'-0" O.C. TUCCO OVER WIRE LATH W/ I Iga.2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERSOF 15 # FELT OVER EACH FRAMING MEMBER) REVISION REVISION O 2' (D u w w LL O i Lu = 0 m 0 .J I ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785.9888 FAX: (772) 785-9933 Lu Z W 0 N 00 LLB � W () Q U LL ly 0 = 2 W t] ED U Qo W Lf) D J � O C'M Lf') W co 0 c O W J LL W O Z) N L.y F L^ � � r UJ n ULLf J } w Uw z oW �o N SHEET FLOOR PLAN MODEL ARUBA11 DRAWN BILL SCHROEDER DATE JUNE 28, 2018 SCALE AS NOTED SHEET NO. 2 OF OF 10 SHEETS +/-15'-1"TO RIDGE i 1 i'-4"M.R.H. V- - BEARING HT. 8'-1" FINISHED FLOOR 0'-0' FRONT ELEVATION SCALE: 1/4" = l'-0" 15' LINEAR FEET OF RIDGEVENT ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE O DOORS, AND SIMILAR ENVELOPE ELEMENTS. OPENING AREA 0 INTERIOR ZONE END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE Al 10 +33.6 PSF - 36.4 PSF +33.6 PSF +44.9 PSF 2 15 +33.5 PSF - 36.3 PSF +33.5 PSF +44.8 PSF A 20 +33.4 PSF -.36.2 PSF +33.4 PSF +44.6 PSF L 25 +33.3 PSF - 36.1 PSF +33.3 PSF +44.4 PSF 5 30 +33.2 PSF - 36 1 PSF +33.2 PSF +44.2 PSF A 35 +33.1 PSF - 36.0 F61F +33.1 PSF +44.1 PSF A 110 +22.3 PSF - 24.3 PS_ +22.3 PSF -29.0 PSF 6i p _ 1. DESIGN PRESSURES PERASCE 7-10 z RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" 171 BEARING HT. 8'-1 FINISHED FLOOR 0'-0`+ 15' L FEET OF RIDGEVENT I: r'. I 1 1 DIMENSIONAL ROOF SHINGLE OPENING I.D. w U H z L It to C OPENING I.D. it G S LL 3 I io 41 IdSIRF i, ii, i,,.i77// BACK ELEVATION SCALE: 1/4" = 1'-0" LEFT SIDE ELEVATION SCALE: 1/4" = V-0" CALCULATE ATTIC VENTILATION CEILING = 1665 SQUARE FEET 1665 / 300 = 5.55 REQUIRED VENTILATION 180 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 41.25 SQ. FT. / 2 = 20.6 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 20.6 SQUARE FEET> 5.55 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS a 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 5.550 X 40% = 2.220 SO. FT OF RIDGE VENT 5.550 X 50% = 2.775 SQ. FT. OF RIDGE VENT RIDGE VENT 15 LINEAR FEET OF 2" VENT = 2.5 SQUARE FEET OF RIDGE VENT PROVIDE 15 LF OF RIDGE VENT STUCCO F'NISH e OPENINGLD. L. L-- c F, LE BEARING HT 8'_1" /3E, FINISHED FLOOR 0'_0� �1k BEARING HT. 8'-1"_+ NISHED_FLOOR 0'-0" REVISION REVISION r z z m U W O Y W s = a u +aD >n me d cr ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 W U z W 0 N Fn � W U O W > o d Q o LL. LL z Co U W Q o Lo 0_ W J Q J O li HI 0 vJl M O) _W ry o W -' LL n w O� J In u) LIJ U LLj � z W V) W z 2 L.L 5 O U) o ct N SHEET ELEVATIONS MODEL ARUBA11 DRAWN BILL SCHROEDER DATE MARCH 30, 2018 SCALE AS NOTED SHEET NO. 3 OF OF 10 SHEETS ■ (P (GFI FAN PREWIRE ONLY ' U ■ o 0 a x ;GFI N D 7E LLrvj SD/CO� DETECTOR R �� `■ FAN PREWIRE ONLY ELECTRICAL PLAN SCALE: 1 /4" = V-0" SD = SMOKE DETECTOR CO = CARBON MONOXIDE DETECTOR ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET Q 3-WAY SWITCH $3 SD/CO DETECTOR GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES 1 PUSH BUTTON Efl ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP�d I SERVICE PANEL o 110V OUTLET Qp SERVICE METER � CEILING FAN 220V OUTLET WY LIGHT FIXTURE 1 \ J 4-PLEX OUTLET WALL MOUNTED �r SWITCHED OUTLET LIGHT FIXTURE \ LIGHT FIXTURE f 1 SPECIAL PURPOSE ® w/PULL SWITCH \PJ CEILING FAN w/LIGHT JUNCTION BOX ❑J RECESSED LIGHTR A/C DISCONNECT =' VAPOR PROOF O PHONE OUTLET T RECESSED LIGHT T� TV OUTLET Q FLOOD LIGHT FLOOR OUTLET c E. FAN LIGHT ® SCONCE PREWIRE K,!�) NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 GFI I f4 t) WP/GFI. �: G>� Gi=P, REF. I ow.I-------- Or I FAN PREWIRE ONLY oD i J I SD/CO `\ J DETECTOR SD SD II O �.E-h \I GFI > WH - FAN PREWIRE ONLY N N IEH > > '. AHU LOCATED IN ATTIC w/ DRIP PAN & DRAIN LINE N _ N ATTIC LIGHT ti rn ■ S2 z ' 150 AMP FPL METER o i ELECT. PANEL x DISC. � a @E220V ■ A/C C011): GFI �E -------- -- GFI - --- - - ■ I I WP/GFI PREWIRE FOR GARAGE DOOR OPENER I I I I I I i I I I I I I I I I I I I I I � ELECTRICAL LOAD CALCULATIONS PER NEC 1 1233 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 3699 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 38899 VA FIRST 10 KW @ 100% REMAINDER @ 40% TOTAL: A/C HEAT Cad. 100% TOTAL: 31559.6 = 131.5 AMPS USE 150 AMP SERVICE. 240 10000 11559.6 21559.6 10000 31559.6 VA (3) # 4/0 ALUM IN 2" C ELECT. SERVICE 150 FE2 MBR # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND (3) 4/0 # 4, 2" C ALUM ELECTRICAL RISER / DIST. / OPTION "A11 NO SCALE O 150 M 2 MBR (3) 4/0 # 4, 2" C ALUM "EP" ZO/240' 1'a 150A MLO # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN =4/J GROUND ROUND BUG SERVICE BY FPL (3) - # 4/0 ALUM IN 2" C ELECTRICAL RISER / DIST. / OPTION "B" NO SCALE ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUITARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT REOPTICLES PER NEC REQUIREMENTS. REVISION REVISION O Y Z 00 V W L O Y W w _ a O m ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 W z CV U) Oai W a Ucl O W C)LL It r) Z m CD U LJ aL� W J a J 0 LL 0 V) M Lt7 (y) _W 0 ��/� .L I Of 0 W -1 LL LLB 0� F- H n I..L F_ cl� 0- U LL J W w rn v) z I— LL 0 W In O d- CV SHEET ELECTRICAL MODEL ARUBA DRAWN BILL SCHROEDER DATE JULY 03, 2018 SCALE AS NOTED SHEET NO. 4 OF OF 10 SHEETS N 23'-4 13'-4" HOSE BIBB REFERENCE 4'-2" 3'-10" 4'-l" t SIB 4" THICK (2500 PSI) CONCRETE SLAB w/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN CONCRETE SLAB w/ THICKENED EDGE AT PERIMETER 3 8" Ei I Q" 3'-10" 3' 8" _ I RESSCESLAB 3 1/2' BELOW FINISH FLOOR I 16'-B" 6'-4" FLOOR DRAIN t —�'+t= '_''-.�<Ti.�i_—�� �M � `m I III ' � ■ _ - - __ ffi _ RECESS FOR S.G.D. a 1 I .i• — , \ I I DW REF.. InO CIL TUB A ap TUB/S OWER 7 2'd - \ q ,, o CIL WC FTG \ ioA WC \ I N N LL ' w \ C7 - U \`/ �,.. ti w ' I PSI) CONCRETE SLAB MESH V7 6" 10/10 W WM CIL LAV iY13'-0". Go \ ' 7THICK(2500 OR Z y 0 APOR BARRIER ON CLEAN - / W DRYER VENT REFERENCE ; I D CHEMICALLY TREATED FILL '_`'' O i OW LL - -------------1 19'-9'�s" - w m TO EDGE OF FOOTING a °—LLS 0 w D yV-'� q F 1 N m V-4.. IC-7 LL ly FT N _U co 13'-3" DRYER REFERENCE - \ - 0'-0" NON BRG WALL `v 15 9 - TOP OF SLAB ■ ------- 1n WASHER REFERENCE CENTER LINE KITCHEN SINK \ WH G, WH w/DRIP PAN & DRAIN LINE 0 ■ 21'-2'/d' CENTER LINE DISHWASHER 0 CENTER . LINE REFRIGERATOR \R � \O/ wADRIP PANT&DIRANTLIC INE F-3 M FTG In FTG II C/L LAV .� ' i ®I 19'-111W. \ 18'-9s�a " FPL METER . I 1 7'-2%" CIL 3-1/2" WALL CIL 3-1/2" WALL J \ J - 3 W ���((( !j 4 n CIL C yyC FLOOR DRAIN p 2 v w M co N RECESS SLAB 3-1/2" ¢ A/C D' w LL� z •� BELOW FINISH FLOOR O qLL v W0 3 LLO m o o m LN IL C/L TUB 4' 7" LL ri 2" CURB BEYOND WALL TYPICAL N W c7 N V' o N' of O 9 H V N 0 �. TUB /SHOWER " �' m MAIN EGRESS OOR ( ) q w w :I w w O ; 3-6 O M�M ,..,,M I II iB 8! � '�E@ j !;♦fi =—Il__'._ 3JM lea ®,I 1 m ® --------------�---- ----- ---' ---- -- 9-112" STEP 1 .. _- GIRDER BY TRUSS CO. \ oQ w LL w RECESS SLAB 3-1/2" Z w 00 \ w BELOW FINISH FLOOR w o \ g p 0 —COLUMN F-3 CURB HEIGHT VARIES AROUND PERIMETER OF GARAGE aQ 8" X 16" BLOCK _ FTG W/ (2) # 5 BARS, VERTICAL ® FOOTING F 1 t7 m R _ Z) ® 4'-2%i' 4'-1Y" 8 — LL T\ , O @ m m m ? o n N la w o 4'-6" FOUNDATION PLAN SCALE: 1 /4" = V-0" 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 44" 2.) #5 DOWELS 101, 3.) ATTACH DOWELS TO FOOTING STEEL 4.) VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS. 5.) FILL CELLS AT VERTICAL DOWELS. 6.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. /HERE SHOWN ❑k ON PLAN THERE IS A VERTICAL # (f'c = 3000 psi MINIMUM) DOWEL. ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EXPDXY TIE. —4ECESSO.H.G.D. 6'-0" 1'-6" 16'-8" — 1'-6" CONCRETE FOUNDATION NOTES 1) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVELAND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BEACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4)AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, ATAFREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUB -BASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILLAS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 61NCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. PROVIDE TREATMENT FOR SUBTERRANEAN TERMITES IN ACCORDANCE WITH FBC R318. I VA + #5 REBAR 0 M 4" CONCRETE SLAB F. FLOOR FINISH GRADE — - -," Z 16" (2) # 5 MINIMUM CONTINUOUS, cV 3" COVER MIMIMUM. F1 BEARING FOOTING SCALE: 1/2" = 1'-0" En W_ Q FINISH FLOOR CONCRETE SLAB > d ° d ° =—: aT=mi=iaaTm== 's=_in_nmelm CONTINUOUS m_iu_nm: �_i INTERIOR STEP FTG. .. SCALE: 112" = V-0" #5 REBAR Z_ 7-5/8" CURB O M A CONCRETE SLAB FINISH GRADE Z — - CV r e- - IHi MINIMUM. 16" (2) # 5 MINIMUM CONTINUOUS, 3" COVER 4" CURB SECTION F3 SCALE: 1/2" = 1'-0" CONCRETE z II � — #5 REBAR CJ ery II' M CONCRETE SLAB \B� M F. FLOOR 16" 4'1 '— (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. F6 EXTERIOR STEP SCALE: 112" = V-0" REVISION REVISION O Y z m V w a w _ a U so � I C J ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 ' FAX:(772)785-9933 C) f CV 00 w�/co Il Q O LU Q 0 o O LLI Q Z m CD C) Q Ln _U W QJ / O LL III 01 v/ Ln w co 0 W LL. n LL 0 C) J I-- In W ry 0 U LL Q W W Z 0 U) CL O d- N SHEET FOUNDATION MODEL ARUBA DRAWN BILL SCHROEDER DATE J U LY 03, 2018 SCALE AS NOTED SHEET NO. 5 OF OF 10 SHEETS 4'_6" 1 I I I I I I I I � � � � \ � I I I I I I I I I N I I I I I I I I i r I I I I I I I I , i I; 7'-11„ 6'-2" - - - - - - - - - -- - - - - - - - ---- - - - - -- —1 I I I I I I I I I I I I I I I I I FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) F 1 1/2" CLEAR J C.M.U. U � a a co g GROUT 1° • FIELD ADDED #5 REBAR @ BOTTOM tp . . (MIN. (1) REQUIRED) M 7 5/8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 8" (VARIES) M NOMINAL WIDTH M N F = FILLED W% GROUT, U = UNFILLED QUANTITY OF #5 @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH — QUANTITY OF #5 NOMINAL HEIGHT REBAR @ TOP TYPE DESIGNATION 8F24 8F20 8F16 CROSS SECTIONS NOTE: CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LE'NGTl1 COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 1O 16070 OHG DOOR 192" X 84" 84" 8'-1" 17'-4" 8F17-1B/1T 950 250 404 100 41-1/2" X 83" 83" 8'-1" 4'-6" (R) 8RF14-1B/1T 5206 500 2525 235 OUT SWING DOOR O3 (2) SH-25 75" X 63" 81" 8'-l" T-6" 8F16-1B/1T 2661 520 1634 271 SH-25 38" X 63" 81" 8'-l" 4'-6" 8F16-1B/1T 6113 1060 2724 600 O5 SH-25 38" X 63" 81" 8'-l" 4'-6" 8F16-1B/1T 6113. 1060 2724 600 SH-23 38" X 38-1/4" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 520 2724 271 O 6068 " 74" X 79-1" 79" 8' 7'-6" 8F16-1B/1T 2661 520 1634 272 GLASS SLIDING GLASS DOOR ® SH-25 38" X 63" 81" 8'-l" 4'-6" 8F16-1B/1T 6113 1008 2724 571 O9 SH-H32 27-1/2" X 26" 81" 8'-1" 3'-6" 8F16-1B/1T 6113 200 3547 100 L-1 OPENING AT COVERED ENTRY 81" 8'-1" 6'-6" 8F16-18/1T 3480 200 1880 100 L-2 OPENING AT COVERED ENTRY 81" 8'-1`' 5'-4" 8F16-1B/1T 5365 200 2290 110 ■ REVISION REVISION O 2 f0 U W W y a Lu _ a m o_ 1-1 CL ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 LLJ U Z W 00 Lu Q U O W > � c) d Q � � o LL 2� L m r` U tY Z o w Q L W J O LL M In O) W� M LL p W LL 0. LL O Z) N J EL U) w a U LLi D Q J y. W w z O d' N SHEET BLOCK MODEL ARUBA DRAWN BILL SCHROEDER DATE MARCH 30, 2018 SCALE AS NOTED. SHEET NO. 6 OF OF 10 SHEETS CUD &1 P (0) 54061 W �RI SIi,T3 6089 / TEMP. I Sao aNtal gomm f3ED9 t)aMl� f 3 DININ13 10AS r;RBEDtROOM A�IhM e, @'-1' FdRlf �'®LIPJ19 1202 r 10x10 T (2 108 cf 131 c -n 8X6 � ftT r r� �'' 10x10 59cfin `I , AUI n;n m04�THE�N g_ 10 x 10 �, 1^ 10 x 10 )--' VI91NY 7 84 c � ....-._-._ ;1fin 101 Cfin�. .�1 r 108cfin GENERAL NOTES EG'UIPMEIJI SCIIFLIUIL t�n1!�pd, ,rtsa*,o llyy,,, _-,` •^` � ' �`�"' �`To lire 9es1 or nt1 Imowletl9e tpesz ;lo ns r �;f.,.. ... antl specs dD earnoly with all q'Inn aNle JOFIIJ°ER UrM C1Afi0214 FEF,arIJ`LIIJ2 U �..,,... 4 �-�I GXE I codes & 2017 Flntida Diilding - '- "� , �r. r. , , ,� 30 Cfin C d ,MecLanital Y INJOLER- ASW37G1M 14" rRt - NOMIVIAL CFM BUU MCA 71 W17-2 , 8 ^ 1 rr C 9Y ''�,-�� 65Br2Jl� aoloulnnsns dmie emfhy Encr MDiOR SPEED rpA Q 3[ E?.R$'9(4'GiaAI,L9 < .j 0 9- 9 E - M A- M X F E- 79 au e FloRes201 D. x Rll[ I . t '� H ,AI pDKN .C.. 45.2 ^ IIF - �\' - ... .::-.- si7, m. C1 & 12 X 12 rhiLt t® Is the autm,o is version of the 101AL RiLI iS,NM r r t Si r --- 80) rditinn 4 the /fdi:4 Mnnlml J. Right-.I99 SEER flq I 10 . 9 _. , ...-... ,..- _ } i 175 C{Ill' I ccrclpoies ule ,.rzes at 6eullllq and coaling AI{kl RN fl 113�.16G44 �� epiign Icaaa ena ii Nrin ne d Nr 46pq INE14ACnIAr HONEY€u PST scow ..'. r 1 ` 'UAA1l,TEP G@WkN1C 24 X 18 •.' a mlm ,Pdgl LIME zgoi0rnent REF LINES- 3/d / 1,/C 10X10 4;; f 312Cfrn — — E `-T ` I RightOLIM -0rogs true rnuulocornl9a[eigvers 105 CftTt 6 x6t� e I J -.: (� �i ©)k R sdeeoll "d, desi9 n16 A60 Mon'iolrDi fo, rn n i JI &n 10X1� ---, Pod e&�urill Icca[ions o,od than ne dieltas 16�e��'a-------- 'I � � owners ,el uesk o, sNuckurol I�n IIr,Moes OETAIL Ca�Nip LeS WITn FEC �fECn 3�1 2 r 22 Cfin Flunv and s ea�carlons � N 168 cfin a v 12 X 12 iL 11 #113 Cfin VA91LYEi}-EI9BV ! at CIMS APE APPRiWIMATE, hoUAt CFM / \ . f., r rr� , j— .___.. :. vnales uvoN CI RENT smnI FRE,rURE 9F w1 xA'Tc6_iv ( s l 14 Nvr� srsiEM < - -- — , ISTILHYY aa>a E.N45I FUAFZ "COS ki)OP-751 COL 1 - GAPIEO. G®I�7E9J5ER9Ms711grd'd91yq„pFEF6E he RLAT ntlUNffli - I GARAGE <eflAT OrILING ai:�) I EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA: Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table M TABLE M MINIMUM REQUIRED EXHAUST RATES FOR ONE -AND TWO-FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES Kitchensl00 Cfm intermittent or Kitchens 25 cfm continuous Mechanical exhaust capacity of Bathrooms —Toilet Rooms 50 cfm intermittent or 20 cfm continuous For SI: 1 cubic foot per minute = 0.4719 L/s. NOTE: SEE ELECTRICAL PLAN FOR EXHAUST FAN LOCATIONS. NOTES: 1. MUST HAVE 4" CLEARANCE AROUND AHU. 2. ALL SUPPLY AIR DUCTWORK MUST 13E ROUTED AT A MINIMUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS. 3. A/C DISCONNECT SHALL BE LOCATED PER N.E.C. 440.11 PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014-PLUMBIING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO F LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM T E WATER HEATER TC THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERV AIR HANDLER UNITS IN ATTICS ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST APPLIANCE, THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES (762MM) HIGH AND 22 INCHES (559MM) WIDE AND NOT MORE THAN 6 FEET (1829MM) IN LENGTH MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES (610MM) WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES (762 MM) DEEP AND 30 INCHES (762MM) WIDE SHALL BE PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE. EXCEPTION: THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF BEING SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. ELECTRICAL REQUIREMENTS: A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BY SWITCH LOCATED AT THE PASSAGEWAY OPENING SHALL BE PROVIDED SO AS TO LIGHT THE PASSAGEWAY AND SERVICE AREA AND INSTALLED IN ACCORDANCE WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING, AIR HANDLING UNITS: AIR HANDLING UNITS SHALL BE ALLOWED INATTICS IF THE FOLLOWING CONDITIONS ARE MET i, THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SIX (6) FEET (1829) OF AN ATTIC ACCESS. A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE 2. UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE E TO REPLACE THE AIR HANDLER. 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC. SAID NOTICE SHALL BEWALL CAPITALS, IN 16 POINT TYPE. WITH THE TITLEAND FIRST PARAGRAPH /N BOLD. NOTICE TO OWNER: A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THE ATTIC . FOR PROPER, EFFICIENT, AND ECONOMIC OPERATION OF THE AIR CONDITIONING SYSTEM. YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED. YOUR AIR CONDITIONING SYSTEM /S EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING. TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION bye 2" REVISION REVISION d Y z m W W W 'O y U � W = a U 0 N a ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST LUCIE FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 U Z W U1 rn W� � LL j Q U o 0 O LL 2 m L Z o W_ Q L0 W F- J U0 J � J � ) �,/ C'M C) � W_ �r C7 ry W J LL Lu O0 J F-- n 1..� Ii— W ry ° U LL Q J y. W W z O 1�1� OCf) O N SHEET HVAC MODEL ARUBA DRAWN BILL SCHROEDER DATE MARCH 29, 2018 SCALE AS NOTED SHEET NO. 7 OF OF 10 SHEETS r 1 REVISION REVISION d z m W Y U a = U 0 IN a Q ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 56' 0" TO" 4' 0" 26' 0" iv 1010.1 T 0" cl N `— D D D D D N N N N O d' N M to M M N G1 O O O O O O O O O O O O O O O C O O .�✓, U U U A oW m m W W a a a a a a a a < U U U U U CJ1 <'Jl /x N N 10, 10, 0" 12 11 1 /4 5' 1 / CJ3 CJ3 V ch n n iV CJ5 CJ5 � r M EJ7 L I EJ7 < 3/1 V T EJ7 EJ7 EJ7 EJ7 8'-l" CLNG n' EJ7 i-�--� EJ7 c0 EJ7 CV N 8'-1" CLNG - EJ7 Lij (, EJ7 Z 2 o W EJ7 EJ7 ATTICVo chi ❑_ N rn EJ7 W EJ7 N w M N3/1 A T \ Vos EJ7 Q ❑ CJ5 V S OATTI GE ZND' ❑ O voa EJ7 i BEAR/NG O U LL cJ3 10 10' 5' 4, 9 N/4' / oo L V N N N N N N EJ7 CJ1 D D H- ❑ O W_ x = _ = 2 PLY / Doi Q a x NOTE: W CJ3 N D02 FOR MISSED TRUSS CONNECTORS AT —I O o / > F-l" CLNG BLOCK WALLS WITH 1175 # UPLIFT OR Q ILL. In �� D02 r, LESS, PROVIDE "SIMPSON" HTSM WITH CJ1 / i� (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. W 607 FOR MISSED TRUSS CONNECTORS N A w FOR TRUSSES WITH 1175 # UPLIFT D04 OR MORE, CONSULT ENGINEER FOR j ADDITIONAL TRUSS CONNECTOR OPTIONS SST % 30, 4„ BEAR/NG 6101, 19, $" c� — u) 0) 56' 0" W Nt ch O W LL n W 0 ^ H I..L TRUSS END DETAIL W J PLUMB CUT OVERHANG e W 4-3116" uj HEELHEIGHT \// )) �/ / 7 QL 12" _T O O d N SHEET NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. TRUSS MODEL 0 /� ARUBA VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-112" TO DRAWN SUPPORTING TRUSS AND (3) # 9 SD X 1-112" TO VALLEY TRUSS IN LIEU OF MTS16 AS BILL SCHROEDER STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. DATE MARCH 30, 2018 SCALE (2) (1) FGTR WITH (18) SDS 1/4"X 3" & (2) 1/2"X 5" TITEN HD MAYBE USED IN LIEU OF AS NOTED CONNECTOR AS SPECIFIED, SHEET NO. 8 OF OF 10 SHEETS HATCH LEGEND 8-1 A.F.F TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC. ,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO ' RUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACT UK TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS CONTRACTOR: PORT ST PROPERTIES OWNER: DEVALLE & MOJICA RESIDENCE TRUSS MFGR: BUILDERS FIRST CHOICE LAYOUT DATE: 3 / 26 / 201 s CUT -SHEET DATE: 3 / 26 / 2018 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNEC-1^R ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES Dot 1ST & 2ND z000 (2) HETA 20 2500 (12) 16d � Doi CONT. 700 PLF ()HETA 20 1810 (9) 10d X 1-1/2" 1 STRAP AT EACH END AND 48" O. C. VALLEYS CONT. 100 # PLF O MTS 16 1000 (14) 10d X 1-1/2" � 1 STRAPAT EACH END AND 24" O.C. ALL OTHERS AT CBS BEARING EACH r1800 # (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING t O o 0 0 0 0 N HEAD: 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) c 0 (D ZV Z 1/2" X 5-1/2" REDHEADS W/ 2" DIA. X 1/8" WASHER W (TYPICAL) EL 0 o O iv i 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) 0 (V GARAGE FINISH FLOOR CD GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" ,EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. W/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) CONCRETE FLOOR 3" DIA. PIPE O % U ATE ��,_,/2. VEHICLE BARRIER I SCALE (TYPICAL) BATT INSULATION CONCRETE FOUNDATION NOTES 1) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOILAND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUSTBE PLACED TO DESIGN SUBGRADE LEVELAND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BYTHE RESPONSIBLE CONTRACTOR.. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4)AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITYAS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, ATA FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUB -BASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILLAS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE.. PROVIDE TREATMENT FOR SUBTERRANEAN TERMITES INACCORDANCE WITH FBC R318. EAVE 0 w RIDGE, w IL EAVE I PL NO NO SCALE O�vz Z m00 r) m Z J -0 <-0 EL z 0m0 m fn �co �-j z aas m s uJ Qa C 3" DIA SCHEDULE 40 STEEL PIPE ea. FILLED WITH (3000ps1) CONCRETE •� I � PIPE WELDED TO PLATE WITH 3/8" FILLET WELD ALL AROUND CONTINOUS y 8" X 8" X 3/8" THICK STEEL PLATE WITH (4) 5/8" X 2-3/4" MIN. EMBEDMENT WEDGE ANCHOR " a •• o o o u o o ATTACH TOP PLATE TO TRUSS WITH (3)16d BOX NAILS OR (3) 10d BOX NAILS TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUPi' 1/2" DRYWALL BOTH SIDES (TYPICAL ALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ T-0" O.C. (10d NAILS FOR WOOD FLOOR) FLOOR TYPICAL INTERIOR NON -BEARING WALL D NO SCALE NOTE: FOR METAL STUDS ATTACH EACH TO TOP AND BOTTOM PLATES WITH # 12 X V SMS (2) EACH (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 03 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. ROOF SHEATHING NAILING ZONE 1-4 PRE-ENGINEERED ROOF TRUSSES @ 24 O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER SCH. CONT. GALV. MTL DRIP OVER (PT) 1 X 2" X 6" PRE -PRIME SPRUCE FASCI VENTE STUCCO SOFF (SEE DETAIL) TEXTURED STUCCO FINISH - VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC.- (2) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER CSEE FOUNDATION PLAN FOR SIZE & SPACING J FOOTING F-1 12 6L,,­-_-� EXTERIOR CEILING TO BE STUCCO OVER WIRELATH W/ 11GA. 2" NAILS W/ 3/8" DIA. 8" X 8" X 16" BEAM BLK. HEAD @ 6" O.C. OVER W/ (1) # 5 BAR IN 3000 PSI 3/8" METAL RIB LATH @ 6" CONCRETE FILLED CELL O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH B" PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE TEXTURED STUCCO FINISH = 8" X 16" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN ENTRY POST SECTION NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE (3) 16d NAILS (TYPICAL) CEILING PER PLAN 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSS BACK P.T. 2" X 8" CONTINUOUS WITH 1/2" " J " BOLT OR 1 /2" X 5-1/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS GABLE END DETAIL NO SCALE 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 2"X4" "X" BRACING @ RIDGE AND 6' O.C. / EACH SIDE OF RIDGE 2"X WOOD FASCIA w/ALUM. DRIP EDGE I SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" O.C. 1/2" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETERAND FIELD. GABLE END TRUSS 16d COMMON NAILS @ 12" O.C. STRAP GABLE END TRUSS WITH "SIMPSON" HETA20AT48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS TRUSS VERTICAL WEB REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. REVISION, REVISION O Z m W O Y W a v oa 0 r - = rX.) � o � I �9 I ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 W z Lli 0 N U) CD W rill Q U — O W U T Q � cr o LL - W Q Co U Ui Z CD Ui a LO L0 w J Q cr o LL J M Lo 'y' M cl �/� ._ Ld p W .J LL 0. W O 0 _I F- W U LL D g } H W U) W Z OT U) L 0 o � N SHEET DETAILS MODEL ARUBA DRAWN BILL SCHROEDER DATE JULY 03, 2018 SCALE AS NOTED SHEET NO. 9 OF OF 10 SHEETS CMU W (SEE WI CORRO: PERK APPLY PE BETWEE (SEE N c c c WI NO E FILLED CELL AT JAMB BLOCK (TYPICAL) I" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS, SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" G.C. MAX. ANCHOR k+'INDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. BUC NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH I8" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYPICAL) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) 1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM APPLY PERIMETER SEALANT CAULK 1" X P. T. WOOD BUCK WITH SEALANT PER BETWEEN BUCK & WINDOW FRAME WATERPROOFING NOTE # 4 AND ANCHORED (SEE WATERPROOFING NOTE # 5) TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 SEE WATER PROOFING NOTE # 6 qt ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. _IDING GLASS DOOR BUCK DETAIL SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) RIOR DOOR BI NO SCALE NOTE TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. OTE: AIL FILLED CELL AT JAMB BLOCK (TYPICAL) , 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS W/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-1/8" P.T. w/3/16" TAPCONS 1-114"MIN. EMB. 4 112"O.C. w/# 10 SCREWS, PER PRODUCTAPPROVAL. NDOWAND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA/AMA 200-9. INTRACTOR SHALL SUBMIT FMMA /AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FASTENERS AS RFc,: UIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 3/4" FURRING TO MASONRY WALL WATERPROOFING NOTES : 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. REVISION REVISION O Z f0 U W W O x O a, a W _ O ao 0 cr cx- a ZC ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984. S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 W U z W N 00 of U O Lu > o Q o L Q z co U W Q Lo L0 W J J O0 W r n v d co � O') W�T cy) LL p W -' 0. W O:D ly J � n Im U) W ry ° U LL D J J � W r n W Z OCn n T- O d- N SHEET DETAILS MODEL ARUBA DRAWN BILL SCHROEDER DATE MARCH 30, 2018 SCALE AS NOTED SHEET NO. 10 OF OF 10 SHEETS