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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY. st, FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS - 0 2 & Well # Date:')s / Reviewer: i"^""-' CONSTRUCTION BY: PORT ST LUCIE PROPERTIES n n 2401 SW P�I...-NTEREY LANE PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PSLPROPERTIESINC. COM ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTICATION. THEADDRESS 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 WI1'H 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 0.51NCH (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 MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: VELARDO RESIDENCE OCCUPANCY TYPE : R STREET ADDRESS : 6105 BALSOM DRIVE, FORT PIERCE FL 34982 CONSTRUCTION TYPE: V PERMIT NUM, 'ER: CERTIFICATION STATEMEi,.,T : 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 ELEMENTS 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: 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: +/ 13'-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 ZONE 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 RALCONY - NSA PSF DOCK: NIA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING � NIA_ PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO - (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOTAPPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED? YES 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. _- 2994515115 PAUL WELCH, INC. DESIGN FIRM: DATE ADDRESS: 1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE, FL 34953 ENERGY CONSERVATION NOTES 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 THE 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 FTAND 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 ORAMINIMUM 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 CIRCUIT ARC -FAULT PROTECTION FORALL 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' OFALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. PLANS AND ENGINEERING S3:'ti@EF'Sf' PAUL WELCH, INC. 1984 SW BILTMORE STREET # 114 PORT SAINT LUCIE, FLORIDA 34984 PHONE: (772) 785-9888 FAX : (772) 785-9933 CONTENTS 01 -COVER SHEET 02 - PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL 03-PROPOSED ELEVATIONS 04 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND. 05 - PROPOSED FOUNDATION PLAN 06 - PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE 07 - PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING RISER. 08 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE 09 - 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 10-PROPOSE CONSTRUCTION DETAILS FENESTRATION DETAILS GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL 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 IN FFRIOR GYPSUM BOARD TO BE MIN. Yz" THICK WITH (13 GAGE, 1 3/8" LONG, 19164" 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. f'OR NAILS AND 12" O.C. FOR SCREWS. 3) WALI c �.T 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 MAN Ur-ACTURERS'RECOMMEN DATIONS 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 A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GRE V; F_R THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIAN 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 ATTIC 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 ',ND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM 7 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALLASSEMBLIES, 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 ILL 723. STRUCTURAL NOTES 1) DESIGN I-OADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2000 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 P1 �N! FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 W'SUSPENDED SLABS: 1 W' 6) LAP ALL REINFORCING STEEL 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 NOF PERMITED. 9) UNI. =.' r. 1.1 NERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MAi:'J, F.0 LURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNI_ F3 OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INL :'r: DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIEI. D, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HF 0 @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CD;: PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEAIJI'G POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUALTO THE NUH^' OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UiYLESS NOTED. ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: VELARDO RESIDENCE APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVX IONS _., + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3/16" X 1-1/4" MIN. EMBED TAPCONS AT 2" / 11" O.C. WINDOWS N/A NIA N/A N/A _ N/A N/A N/A MULLIONS N/A N/A N/A NIA N/A N/A N/A BLOCK GLASS N/A N/A N/A NIA N/A N/A N/A _ SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A SC DOOR SEE ELEVAI-IONS ._ + / - 50.0 THERMA-TRU SMOOTH STAR FL # 20468.1 N/A 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 13.75" O.C. SWING TYPE DOORS SEE ELEVATIONS + 49.2 / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.1 IMPACT 114" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 13,75" O.C. FRENCH DOORS SEE ELEVATIONS + / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.4 IMPACT 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 13.75" O.C. GARAGE DOORS SEE ELEVATIONS - + / - 37.0 CLOPAY 29W6-10 FL # 5678.29 N/A 5/16" X 1-5/8" MIN. EMBED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A N/A -_ N/A N/A N/A ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A ROOFING MATERIALS VULT ='I 60T VULT=194 OWENS CORNING 3TAB FL#10674.1 N/A FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE (0.105 INCH (3MM) SHANK WITH A MINIMUM 3/8 INCH (10 MM) DIAMETER HEAD, ASTM F 1667,01' A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19 MM) INTO THE ROOFSHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19 MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITHASTM F 1667 HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME: PAUL WELCH, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO. 29945 O LL N M M W M U O WcD�L°m¢ W LLJ ww110 Z U U ^ Z 'n V z U J Z U W Z LU m UU)) LU Z �x.(. 0- W a LL a co r a M °O w N 00 rn m Q 0 Z O O Lij 0 Q O 00 V) Z LLI o L,L Z 6 o tb W W � OZ 0 W O C J m [if O O J } Y C0 K O Q�Q J > ; m O U) m Ln W 0 F z wo 2 2 0 U PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS ELECTRICAL SHEET 5 FOUNDATION SHEET 6 BLOCK & TIE BEAM SHEET 7 HVAC & PLUMB. SHEET 8 TRUSSLAYOUT SHEET 9 DETAILS SHEET 10 DETAILS SHEET 11 N/A SHEET 12 N/A PLAN SHEET INDEX 118IQ:W 48" HIGH WALL w/ C.M. SILL 1ND TEMP. GLASS ENCLOSUF HOSE BIBB 16" X 16" X 8" BLOCK COLUMN ® ® _ - PRECAST TEL - - - - I I 55'-6" - - -PRECAST GN- - - - - a w � J W ;i COVERED PORCH z 10'-1" FLAT CEILING I I SH-H32/TEMP. ®�01 m 4'-21 " 5068 / 1-LITE /PATIO DOORS /1 ill o TILED o' 36" X 60" ih SHOWER TUB' a 3-1/2"STEP 91-8W 0 5 ��R z WC 113-5" 19 DINING ROOM 0 10'-1" FLAT CEILING u> Q U w mr 4 W 13 W m � o O u1 y U a T-4" cp N. w o z m 6'-41/. is 1' y„ ry�6� io _ 668/POCKE N T-0' T-1Y,' T-71/2' 4'-0V2" MASTER BEDROOM 0 8'-1" FLAT CEILING 13 o w 12'-1.0" GIROERBVTRUSSCO-._.---_ ® IS F-il ..-..-__. .-.___..-.__.-._ ®.FFEEEEEzzq_. SH-25 / EGRESS O 14'-2" 14'-2" FLOOD PLAN SCALE: 1/4" = V-0" AREA TABULATION OCCUPIED A/C AREA: 1638.0 SQ. FT. GARAGE: 389.0 SQ. FT. ENTRY: 40.0 SQ. FT. COVERED PORCH: 160.0 SQ. FT. TOTAL FOOTPRINT: 2227.0 SQ. FT. REF. -------- -------- RANGE w/ HOOD 11'-11'/e' KITCHEN 10'-l" FLAT CEILING SINGLE BASIN SI c DW i I 36" HIGH BAR 34-1/2" HIGH KNEE WALL LIVING ROOM Y 1V-1" FLAT CEILING (2) SH-25 O 12" X 12" BLOCK COLUMN SOFFIT DETAIL NO SCALE 55'-6" 12' 5" 0 0 H. BIBB BEDROOM #3 8'-1" FLAT CEILING F20�'-1y," II \3%10" .. - T-10" BAH O 80" VANITY 0 0681 LIN. HALL X 8'•CLG. 4 Q I L) I/z��0 6 5 e o I 3� ry0 p � G� Q 5-0/2" WALL ®VTR N " D w CO `P 4'-11'1% of O io UTI TY RM. � o U O K ®(n Irl a) 3 N N wO FURR-OUT— 1 11 .. BEDROOM # 2 _ I wO 8'-1" FLAT CEILING 4 r=/1 1" BEARING WALL AND HEADER W.H: w/ DRIP F'AN INSULATE WALL $ DRAIN LINE W/ R-11 F/G BATT =__ ......„ mm% .. mmsemewmmmm 20MIN. FIRE RATED DOOR U34/2"STEP r _ _ ,r___ _ 8'-l" BEARING WALL I I O 4,4,,2- N CU4B BEYOND*VALL I :- I PROTECTION 11 IIAHUI II '1 POST 'm ' ----- .............L -----.-:.-'-- .-'--" ..__ ....- FOYER I �L 22-1/2"X5 ATTIC ACC " ( O ss - 1U-1" FLATCEILING I ( (PULL DN. STi IRS) - N-- CONTRACTOR I ' I 70 68%z" J VERIFYLOCA 3 I ON " — — — — — — —` — — ' ELECT. PANEL FPL METER BOTTOM CHORD BEARING - ® 3-fa-STgP ® AHU IN ATTIC WITH DRIP PAN N '? © o N " AND DRAIN LINE N (LIGHTATTIO STORAGE) UTILITY SLAB m ® GARAGE AC • N ENTRY -----.------------- --- ------------------------ 10'-1"FLAT CEILING 8'-1" FLAT CEILING ; A.F.F. I .. w — — PRECASTLINTEL ®. ' 3/4" FURRING STRIPS '- AND 1/2" DRYWALL a ® (TYPICAL) I r 6-8„ IT-lOn' ' i -I HOSE BIBB J O b � r I ' PORTSTLUCIEPROPERTIES ' COPYRIGHT 2018 GD IMP 1670 / OHGD I 2" X 6" PRIMED & PAINTED R/S SPRUCE 3" X 22" VENTS AT 4'-0" O.C. TUCCO OVER WIRE LATH w/ llga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) CALCULATE ATTIC VENTILATION CEILING = 2227 SQUARE FEET 2227 / 300 = 7.42 REQUIRED VENTILATION 226.83' LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 52.17SQ. FT. / 2 = 26.08 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.. 26.08 SQUARE FEET> 7.42 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE V X 22" SOFFIT VENTS 0 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 7.42 X 40% = 2,968 SQ. FT. OF RIDGE VENT 7.42 X 50% = 3.71 SQ. FT OF RIDGE VENT RIDGE VENT 19'-6" LINEAR FEET OF 2" VENT = 3.315 SQUARE FEET OF RIDGE VENT PROVIDE 19'-8" LF OF RIDGE VENT PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) - HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) - SHINGLES OVER 30 # FELT CONT. GALV. MTL DRIP - OVER (PT) 1 X 2 2" X 6" PRE -PRIMED 12"O.H. SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS W/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN) FOR SIZE & SPACING ) 0�'-0" TOP OF SLAB I GRADE—� 4" 12 6 • R-30 TYPICAL CEILING INSULATION 1 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 o W/ (1) # 5 BAR FOR ALL O DOOR AND WINDOW OPENINGS j & FILLED W/ 3000 PSI CONCRETE ILL ow 1"X 2" P.T. FURRING STRIPS . a) @ 16" O.C. WITH FI-FOIL 1 LL Z -INSULATION c - 1/2" DRYWALL 0 (TYPICAL) U- 8" CONCRETE BLOCKS -WOOD B/ SE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) W/ 6 X 6 10/10 WWM OR FIBERMESH a _,._.-t - — - - - --- TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE PROVIDE (2) ROWS OF BEAM BLOCK FOR WALL HEIGHTS OVER 8'-1" I I I I I I II \ II I 1 \ I I I I I I I I I I e I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ir _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _- _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I II Ii I I I I I I I I I ' I I I I I ' � I 6.5 LF OF RIDGEVENT I I I I I I I I I I I I i II I I I I I I I I I I I I I II I I 1 I II I I I I I I i 4.OLF0 RIDGEVENT r--- ----- II I r _ ----- r I I I I r- ------ I D I I I I LU IL - - - - - - ' - - - - - - ' I I I I L - - - - - - - - - - ' I i0 I I U- I I I p I 1 UL I I J I t ROOF CONCEPT DRAWING `_--------- ------- - SCALE: 3/16" = 1'-0" REVISION REVISION O z m Lri w w 0 Y � w a v 0 ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST LUCIE, FL34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 W (No U cr) Z W M I.1J > Q — n O O LL O 1 1 1 1ry ..� CD E-L WJ O / M O) W M I..I. 0 W LL. ■ . L 0 D J I"- W 0 U LLj J L1_I W A (W/ /j z ry w./ CL U) Q N SHEET FLOOR PLAN MODEL KEY LARGO (REVISED) DRAWN BILL SCHROEDER DATE NOVEMBER 08, 2018 SCALE AS NOTED SHEET NO. 2 OF ( OF I ® SHEETS FINISHED FLOOR 0'-0" FRONT ELEVATION SIUCc°BASE -�-� SCALE: 1/4" = V-0" OPENING I.D. K 31 STUCCO FINISH I� y mElU_--'I� Um L "7-- p OH M M F] E-1. NOTE: ENING I.D. L OPENING I.D. A SAND FLOAT FINISH ON ALL STUCCO BANDS & RETURNS SUCHAS WINDOWS, I A A,,DOORS, A,,3 GARAGE DOORS, AND ENTRY BEARING HT. 8'-1" BEARING HT. 8'-1" 12"1 �12 6I w �� OPENIENG LD. ___[OPENING LD. m W 0 r LL � w 3 E 1 E �I ELEVATION OPENING'G' "NOT SHOWN" O o m 3 STUCCO FINISH - - ---- BACK ELEVATION SCALE: 1/4" = V-0" ET OF RIDGEVENT OPENING I.D. G I I I _ 11 �1 "NOT SHOWN " 2, I`.11.. r 31 BEARING HT 10'-1+ I � I I _BEARING HT. 8'-1 "__ 2" �7 STUCCO BASE TFINISHED FLOOR 0'-0"_ STUCCO FINISH OPENING I.D. B 31 RIGHT SIDE ELEVATION SCALE: 1/4" = V-0" a ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE U DOORS, AND SIMILAR ENVELOPE ELEMENTS. `D OPENING AREA ZL INTERIOR ZONE E END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 1 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 20 +33.4 PSF - 36.2 PSF +33.4 PSF +44.6 PSF a 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 PSF +33.1 PSF +44.1 PSF 110 +22.3 PSF - 24.3 PSF +22.3 PSF -29.0 PSF ui rz p 1. DESIGN PRESSURES PER ASCE 7-10 BEARING HT. W 1 "1.. BEARING HT. 8'-1" �J} FINISH FLOOR BEARING HT 8'_l" FINISH FLOOR REVISION REVISION O z m V W W y 0 W = a U _ _ 0 zz z ENGINEER PAUL WELCH INC. PAUL WELCH RE. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 W U 00 0') LIJ > < 0 E 0 ''nn 0 E vJ ': � I � O LL LL �U) O m c) Lo L.L Q W n > O I i LL /^� / cov L0 � M _W o LL. p W J LL 0. LLj OJ LL onry I..V W U LL LLI ry W cz OU) n O d' N SHEET ELEVATIONS MODEL KEY LARGO (REVISED) DRAWN BILL SCHROEDER DATE NOVEMBER 08, 2018 SCALE AS NOTED SHEET NO. 3 OF OF 10 SHEETS IS 0 LIGHTAND FAN LIGHTAND FANS — - - .L`HTAND FAN Eli 3 �D _. Lio. 01/' SD/CO. ' I� DESIGNATED -------- m-------- , , D 3 REF LIGHT AND FAN/� \ IGHTAND FAN I I � J 226V FF LOCATION LOCATION R L] i SD/C0 L2j_ _ LIGHT AND FAN 3 220 DISC.' \ 1 220V I O DISC. I LIGHT AND FAN LIGHT ANDFW /--------- ----------------- EXTENDED SERVICE FPL METER ® ®3 ® ® ELECTRIC I I / PANEL WPIG I GFI I MIMI ------ o ® ' FET I I ' I I ' f I \ I I I I -- - - - - -0, IMP - O P GFI \ A!C DISC. ®Q zzov \ O , 4 / 3 # 4/0 ALUM IN 2" C ELECT. SERVICE FE1502 MBR # 4 CU GROUND TIED �J TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION - "A' ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET Ip 3-WAY SWITCH $3 SDICO DETECTOR GFI 4-WAY SWITCH $4 EXHAUST FAN FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES " 9 PUSH BUTTON [9 ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WPTGFI -'�d-I1 SERVICE PANEL 110V OUTLET 220V OUTLET 11' (1) SERVICE METER LIGHT FIXTURE r"l j CEILING FAN 4-PLEX OUTLET WALL MOUNTED x SWITCHED OUTLET LIGHT FIXTURE l SPECIAL PURPOSE LIGHT FIXTURE w/PULL SWITCH �pl \ / CEILING FAN WILIGHT JUNCTION BOX J❑ RECESSED LIGHT A/C DISCONNECT E' VAPOR PROOF P 5 O PHONE OUTLET RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET DLIQE E. FAN LIGHT RM SCONCE PREWIRE K�!7 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 NFPA72 150 I "EP" 2 120/2�40' ff"! SIM 3/0, # 4, 2" C. # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE -UG SERVICE BY FPL (3) - # 4/0 ALUM IN 2" C OPTION - "B" ELECTRICAL RISER / DIST. NO SCALE ELECTRICAL LOAD CALCULATIONS PER NEC 1 1638 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4914 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: 40114 VA FIRST 10 KW @ 100% REMAINDER (@ 40% TOTAL: A/C HEAT Coil 100% TOTAL: 32046 = 133.5 AMPS USE 150 AMP SERVICE, 240 10000 12046 22046 10000 32046 VA 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 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. REVISION REVISION z z r m U W w Y o a w = a O c,1 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 (N U c LU > < 0 E L /' �.// o EE O O LL O a5 0 m (if o W Q i ~ LLI p LL �/ / 07 L17 O WIt cy) N� L.I. p W LLLL 0. LL � ('O n LPL (/i W � ° U LL D Q } W „ ) v W z O U) O d' CV SHEET ELECTRICAL MODEL KEY LARGO (REVISED) DRAWN MARK MONTALTO JR DATE OCTOBER 25, 2018 SCALE AS NOTED SHEET NO. 4 OF { OF 1 O SHEETS SHOWER NOTES CEN TER DRAIN Q TILED SHOWER (RECESS 3-1/2 f THICKENED EDGES 0 N 55'-61. 30'-8" 24' 10" 12' 5" HOSE BIBB 30'-8" 5'-8" S-10" 4'-6" 4'-7Y:" S-10" 2'-2Y2" - - BLOCK COLUMN \r w / (2).# 5 BARS VERTICAL M LL� 20'-0" LL LL/ 16" X16" X 8". 8._0., V-4" 9,-4n 1 3 F 1 ri BLOCK COLUMN 1,-4n FTG w / (3) # 5 BARS VERTICAL r1 r+ 10'-10'Y." - m a CIL OF WC 7'-1%" ED LJ Li C' a ,CIL OF LAV. Y 8'-3'/s" Gl. RECES LA F. BELOW FIN SHBFLOOR a� CIL OF LAV CIL OF WC 0 -- ' ,.III I_____ _.__] - ----- ---- ----- ----- J._ '---- -"--- [_______ --------- _2 - 4'-0" 2'-2" 2'-llYa" V-10' oLL 6'-2" 4'-2Yd' 4'-0" 4'-1Y"" �, a " F-6 LAV LAV Q N LAV '} w 2'-0" - 1'-2y" W N FTG e 'Ti., HOSE N WO O BIBB 0 5,-0„ w " L'3 �-' 2 -6 -- -- -- U -- GIRDER BY TRUSS CO , - — -----_ _ -- -- . L1 Ll 7 ..: Fil 36" X 60" F' LLO' A- TUB o LL I- N RANGE-_ 4'-1Ya' ` - A 1 O E 4 SINGLE BASIN SINK . 2-1/a SHOWER NOTES CENTER °RAIN - TILED SHOWER (RECESS 3-1/7) SHOWER RECESS 60" X 33-11T WASHER 1T-2/e "n. REFERENCE _ CIL OFTUB 11 I r I DW , FEj1 1 �� 1 5-1@"WALL, ®VR) SEEACTUAL TUB MANUFACTURE SPECS. [`- - -- -' FOR DRAIN LOCATION 34-1/2" HIGH KNEE WALL RUN CONDUIT FOR 3 N L 14'-6%" ,h O. DRYER REFERENCE _ I_ 10'-3"/2' - ELECTRICAL TO ISLAND O iv CIL OF 3-1/2" WALL N M a cD Wo �` Ii i° O LL. v `" W-1" BEARING WALL AND HEADER O v 31/2 STEP\ TOP OF SLAB W.H. w/ DRIP PAN toll 4"THICK (2500 PSI) CONCRETE SLAB w/ FIBERMESH OR 6"! 6" 10/10 SLAB _ 8'-1" BEARING WALL F_2 2"CURB 18'_3%n &DRAIN LINE _+ AVER VAPOR BARRIER ON CLEAN FTG BEYOND WALL PROTECTION N 0 F-1 C®MPACTED ALLY TREATED FILL MAIN EGRESS 60 POST _ 0 1 FTG - m c1 q (B RECESS SLAB 3-1/2" 0 N !' BELOW FINISH FLOOR w U CI , /2' 9 K �Lj I �I< 0 J 3 m O 2 Q o a (' -, --C� 3-i/T'S1 EP I� r --g'1WoQ Lu ,LL O Q • cLLp 11 j � __— fj `---- -_— - N �I O a a W F-3 FTG - GIRDER BY TRUSS CO ............. ....... ......— _. W W O _...._— [ ti N ii W O LI zo © .. - - - - --- --- ------- - -- - --. 1 fl I o CURB HEIGHT VARIES - AROUND PERIMETER _4 FOOTING F 1 � _ , OF GARAGE , 12" X 12" CMU COLUMN 1 5'-3%'' F-3 O FTG w/ (2) # 5 BARS VERTICAL m y r I I O.H.G.D. - RECESS 5'-2" 3'-10" 5'-2" 4%6" 6'-11" 5'-1" 5'-8" V-3" 16'-8" 1'-3" 14'-21, 16,_6„ 5'-8" 19,_2" 55'-6" FOUNDATION PLAN SCALE: 1/4" = V-0" WHERE SHOWN ❑® ON PLAN THERE IS A VERTICAL # 5 (f'c = 3000 psi MINIMUM) 4'-I O- FPL METER UTILI TY SLAB w U) [Frnr�. DOWEL ROD REPAIR NOTES 4'-0" co 4 tt m M y 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. a II Z II #5 REBAR e cM 6n CONCRETE SLAB Ii F. FLOOR FINISH GRADE Z 4" (2) # 5 MINIMUM CONTINUOUS, 16" N 3" COVER MIMIMUM. F1 BEARING FOOTING SCALE: 1/2" = V-0" #5 REBAR Z 7-5/8" CURB M G„ CONCRETE SLAB FINISH GRADE V °. CZC ° °,.� —.'7 CONCRET G / i (2)1 "61' # 3MINIMU CONMIMITINUOUS, 16„ 41, F3 CURB SECTION SCALE: 1/2" = V-0" 1.) ALL DOWELS ANO VERTICAL BARS ARE # 5 2.) #5 DOWELS 44" 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 GI LADE 60. FINISH FLOOR 2" CONCRETE SLAB ED 1' 4" (2) # 5 REBAR CONTINUOUS INTERIOR BEARING FTG. F2� SCALE: 1/2" = V-0" z —#5 REBAR M \. 3 CONCRETE SLAB F. FLOOR ' —(2) # 5 MINIMUM CONTINUOUS, 16" 4 3" COVER MIMIMUM. F6 EXTERIOR STEP SCALE: 1/2" = V-0" nr4VA #5 REBAR URB IRECESS@ SHOWER RIES FINISH FLOOR GRADE 6' L970217� 16"2) # 5 MINIMUM CONTINUOUS, ,Ail 3" COVER MIMIMUM. _l F8/SHOWER / CURB / RECESS SECTION �/ SCALE: GARAGES FLOOR SURFACE 1)GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. - 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 LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BE ACHIEVED 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 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, AT 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 A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. - PROVIDE TREATMENT FOR SUBTERRANEAN TERMITES IN ACCORDANCE WITH FBC R318. REVISION REVISION O Y z m U W w O >< w a = a 0 all 1 ,---i z 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 N U c W M > VJ O M 1� O L O m W Lo O W a Q J (o � Q v )o Lf� WC� LL p J nWLL CL W 0 0 lel� I U) W a_ U D QLL J W I cJ) W ~ z O W CL O (V SHEET FOUNDATION MODEL KEY LARGO (REVISED) DRAWN BILL SCHROEDER DATE NOVEMBER 08, 2018 SCALE AS NOTED SHEET NO, 5 OF OF 10 SHEETS 6'-0„ T-2" 2' _____________________________-------- --- ___. -. 16" X 8" BLOCK COLUMN - w.1(2) # 5 BARS VERTICAL - 16" X 16" X 8". BLOCK COLUMN ... 1,4" B,-01, - 1,4" w / (3) # 5 BARS VERTICAL - ---------- ----------- I I �� 11 RECESS SLAB 3-1/2" - BELOW FINISH FLOOR 6'-6" 2'-3Y2" 3'- W, 5'-6" 12,-B" " 7 O , i r 10 ' 1 GIRDER BY TRUSS CO ' L� O ' NOTE: - Y BEAM ELEVATION 1 _ HEIGHT CHANGES I ' 11 I TOP OF SLAB `.. 8'-l" BEARING WALL -_ _.... _:...........: .....:...,: AND HEADER i i m 1 --- 3-0/2-STEP F'l- BEARING WALL NOTE - BEAM ELEVATION HEIGHT 12 CHANGES .RECESS SLAB 3-1/2" BELOW FINISH FLOOR NOTE: BEAM ELEVATION a_IrzsrEP - ; HEIGHT CHANGES ', 3 / GIRDER BY TRUSS CO _ ---------------------- I 1 � 1 � 12" X 12" CMU COLUMN I , I T-6" 3'.2 F-T 4% BLOCK & LINTEL PLAN SCALE: 1/4" = 1'70" 71 8'-1" BEARING HT. El 10'-1" BEARING HT. w/ (2) # 5 BARS VERTICAL - ' , l , I 1 I � O I I , 1 ---- V-3" 5'-5" 3'-5'/a" V-7" 16'-0" 1'-7" FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) Zo s 1 1/2" CLEAR F = FILLED W/ GROUT, U = UNFILLED UBOTTOM w C.M.U. QUANTITY OF #5 0 OF LINTEL 6-Amy GROUT 8F16-1 B/1 T Lo L Z e FIELD ADDED #5 REBAR @ BOTTOM NOMINAL WIDTH QUANTITY OF #5 io . , (MIN. (1) REQUIRED) REBAR @ TOP NOMINAL HEIGHT 7 5/8" ACTUAL BOTTOM REINFORCING TYPE DESIGNATION PROVIDED IN LINTEL 8" (VARIES) NOMINAL WIDTH 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 OFBEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 10 16070 OHG DOOR 192" X 84" 84" 8'-l" 17'-4" 8F20-1B/1T 1326 250 520 150 2 O 30681 OUT -SWING 41-1/2" X 83" 83" IVA" 4'-6" (R) 8RF40-1B/1T 10893 450 5924 150 ENTRY DOOR. O , (2) SH-25 75" X 63" 811. 10'-111 7'-6" 8F40-1 B/1T 6472 800 3508 300 SH-25 38"X63" 81" 8'-l" 4'-6" 8F16-1B/1T 6113 250 2724 150 O5 SH-1-132 27-1/2" X 26" 81" 8'-l" T-6" 8F16-1B/1T 6113 1100 3547 500 5068/OUTSWING 66"X83" 83" 10'-11, 6'-8"(R) 8RF40-1B/1T 10893 500 3865 150 DOORS 3068 /OUTSWING 41-1/2 " _ 11. 18'-1" -1B1T 10893 500 5924 150 DOOR 446" (R) 0 SH 25 / EGRESS 383 38 X 6 1" Bill 8F18 6113 200 2724 150 O9 SH-25 / EGRESS 38" X 63" 81" 8'-1" 4'-6" 8F16-1 B/1 T 6113 200 2724 150 10 SH-22 / TEMP. 38" X 26" 81" 8'-11, 4'-6" 8F16-1 B/1 T 6113 1700 2724 650 11 SH-25 / EGRESS 38" X 63" 81". 8'-l" 4'-6" 8F16-1 B/1T 6113 200 2724 150 12 3068lDOOR OUTSWING 41-1/2".X 83" 83" 8'-11, 4'-6" (R) 8RF14-1B/1T 5206 550 2525 200 L-1 OPENING AT COVERED ENTRY 105" TOB'. 6'-6" 8F16-1B/1T 3480 200 1880 150 L-z OPENING AT COVERED ENTRY 105" 10'-1"TOB 4'-6" 8F18-1B/1T 6113 100 2724 100 -3 OPENING AT COVERED PORCH 105" 10 -1' T-6" 8F16-1B/1T 2661 200 1634 150 TOB L-4 OPENING AT COVERED PORCH 1051, 108. 9.4.1 8F16-1B/1T 1843 350 1133. 200 L-5 OPENING AT COVERED PORCH 105" 10'-11, 10'-6" 8F16-1B/1T 1533 150 914 150 TOB SIMPSON MTS 16 w/14-10d NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" TOP PLATE PROVIDE (2) 2"X12"YP HEADER WFLITCH PLATE GLUED & NAILED 1/2" DRYWALL w/10d NAILS @ 8" O.C. STAGGERED (WALLS & CEILINGS) BOTH SIDES @ DOOR OPENINGS. 1/4" X 3" TAPCONS @ 12" O.C. TO 2"X4" STUDS @ 16"O.C. BLOCK WALL OR 1/2" X 5-1/2" SPH-4 TOP & BOTTOM EACH STUD REDHEADS @ 24" O.C. R-11 INSULATION P.T. 2"X4" BOTTOM PLATE W/ 1/2" DIA. X 12" A.B. @ NOTE: 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ PROVIDE SIMPSON SPH-4 HURRICANE WASHERS. @TOP & BOTTOM PLATES @ 16" O.C. W/ 10-10d NAILS. - MONOLITHIC FOOTING w/ (2) #5 BARS CONTINUOUS _ r_, INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR ziw e „ 0 0 8F24 8F20 CROSS SECTIONS i■il REVISION REVISION d z r m c~i w W Y U i = U eo 0 N z 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 00 Z LiJ cy') UJ �� i '��� O LL O U) m LL Lo O LLI 4 .J r co ui LL v J co L0 Ln O W co co L O w" I ■ LL LL LL] OC) J H n W U LLi � Q L.LI � Lli r V Z O Cn T- O CV SHEET BLOCK PLAN MODEL KEY LARGO (REVISED) DRAWN BILL SCHROEDER DATE NOVEMBER 08, 2018 SCALE AS NOTED SHEET NO. 6 OF OF 10 SHEETS oC) a 8x8 _x6 3 dm 110Cfm �Il" 9 10x10 , 173 Cfm 14 x 14 286 Cfm AAASTER BEDROOM COVERS® PORCH aa•a° FL4T cILINU UNIN 3 ROOM 10^-9".PIAb'��IP.BM� 10x10 109 tim 4„ Me- IM "r. s 12" LIVING ROO 1011-11A70MI G ALB° F1Aq CEIL�VCs 10x10 124 Chi 14 x 14 �tr 8 r, 303 dTn 8„ 6x$%,� U, 58 Cfm 5;; 10 x 10 _ 143 dn%,,,HEM is-9" rLAY G@IA➢Mtl 12r, 91, uLi 6X6 ^fflj" 37 Chi -a101, 12x12 246 C(m FOYER 10961" FLAT MILI@1P° ENTRY I BVa9" n6aT. 53�661PiB I a` 0x 18 652 cfiTf/ 'lox 10 124 dm J U. 6x6 34 Of 8 10x10 r 135 Chi 14 12x12 135 cfm -i1116 " r S , � I 20" , I _ I I II E � 6=P aFLAd G€1661JS� I I I I I �4TBGM+ka6A���I�Jn3� I 1 APIU 9M AB`1�1PIIBPI [ieWP FFlM I ABdP ®PAIPH 9AM€ I I I a GENERAL NOTES EQUIPMENT SCHEDULE 7o the best Di my knowledge these .CONDENSER OSXMS36 FRANKLIN plans and specs do comply wdh oil MAX FUSE-31) H.CA-IS.S VOLT-230 applicable codes & 2D14 Florida Building _0ade.14echonical. AIR HANDLER- A5PT47DI 0, NOMINAL CFM-1200 VGA.-5 6 VOLT-230M0TORSPEED- Energy calculations done using Energy TAP 4 Gauge- Fla Res2010 &.Right-J® HEAT-IDKW Id.C.A- 51.5 MAX FUSE- 50 Right-JO is the automatedversion of TOTAL BTU- 35,000 the Sit, edition of the ACCA Ncnual J. - SEER RATING- 16 Right-JO computes the sizes of heating AHRI RET#- 201791D42 and coaling design loads and is than THERNDSTA7- 116NEYWELL TS used for sizing .residential HVAC REF LINES- 719 / J/8 equipment Duct Design done using Right-U® Right -DO is the microcomputer version DETAIL DETAIL COMPLIES WITH FOE MECH 301 12 of the second edition of (he ACCA `v° AH rur unn IF am � . Q d c�oerxlen aPwum Manual D for Residential duct design. e*` of I These plans supersede and void all - r previous plans and speclikotions. a'� L'J % µE,�„„,,.„°. Duct & grille locations may change due. to owner's request or structural. ;.. '' - soER�cc r�mesl a�,amMi '- ALL CFH'S ARE APPROXNATE, ACTVPL coulnncut suro'T Pro BY ao MI mi WpraR CFH VARIES UPON CURRENT STATIC PRESSURE DF HVAC SYSTEM �ND®{pcgpygggggl®A94 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 PRESENTAT THE FRONT OR SERVICE SIDE OF THE APPLIANCE. EXCEPTI N : THE PASSA EWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF BEING SER ICED AND REMOVED THROUGH THE REQUIRED OPENING. ALIGHTINGJI,XTURE WITH RECEPTACLE OUTLET, CONTROLLED BYASWITCH LOCATED AT THE PASSAGEWAY OPENINGS ALL BE PROVIDED SO AS TO LIGHT THE PASSAGEWAY AND SERVICE AREAAND INSTALLED IN ACCORDA 4 E WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. 1. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SIX (6) FEET (1829) OF AN ATTIC ACCESS. 2. A DEVICE 13 INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER. 4. A NOTICE 13 POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC. NOTICE TO OWNER: A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THE ATTIC . FOR PR PER , EFFICIENT, AND ECONOMIC OPERATION OF THE AIR CONDITIONING SYSTEM. YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED. YOUR AIR CONDITIONING SYSTEM IS 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 ENSUifE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION u i 2" VTR PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 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 PIPING LARGER THAN 'a%" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. REVISION O Y z 00 F a U W W Y O O W � = a U oe o N cat a G ENGINEEI PAUL WELCH IN PAUL WELCH P. REG, # 29945 1984 S.W. BILTMORE PORT ST. LUCIE, FL 341 PHONE : (772) 785-9E FAX: (772) 785-992 LL C W C LIJ ly- r) W 0) W H w a O ry w U H O a W c O L J L m � Lo L Q [� 11 r SHEET HVAC MODEL KEY LARGO (REVISE DRAWN MARK MONTALTO DATE OCTOBER 25, 20' SCALE AS NOTED SHEET NO. 7 OF OF 10 SHEE' 55' 6" 10' 8" 20' 0" 24' 10" cn un 'S✓, n n n n n n n M w w w W U c� U U c� U w w w vr <77 CJ1 CJ1 2ND CJ3 CJ3 Cl) 6'4" BRG i CJ5 — CJ5 Hatch Legend 0 L) C05 N -Ni N w w >< r- A.F.F CJ1 - — C04 >< >< CJ3 T01-" CO3 CJ5 10'-1„A.F.F CO2 m m E 8'-0" CLNG rni X EJ72 1ST W cal 00 2 = 2 2 2 x x 2 x E U BRIG Z EJ71 W 9' 6" EJ7 w � TRUSS END DETAIL 0 R EJ7 IFL43 EJ7 12 EJ7 2' 0" 2' 0" 0" 2' 0" " 2' 2' " 0" 0 2' 0" ' 0" " 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 7' 0" 6 F- VRHANGw vJ 5 O tK' G 7' 0" ENT EJ7 III O LL EJ7 1EJ7GHT O Y Y >< Y Y Y Y Y O Q MJ W L0 EJ7 � U) Lo W EJ7ry O FL r EJ7 >< �' i N EJ7 w L.L. >< x o I EJ7 > LL N F-0 CLNG>< >< D0I EJ7 7 )< x >< A , D02 ATTIC U EJ7 CLN BOX S RAGE 003 Q� ro rn o EJ7 O a V06 >< >< D04 r n ('� EJ7 N M o W, /N�X\/, w d (n o m °' 16' D05 — N s Q r m EJ o N _ _ = L01 � DO6 O G01 0_ o 0 0 o o CJ3 D06 wLL J O G02 N a o a a a a Q o a n ^ 0. W CO d CJ1 D06 U (o o r J 2ND M D07 N ^ BRIG o U 5' 8" W 8'-0" CLNG L.L 16' 6" 11 D07 01-0 v 111 n U Li Z) Q J >_ 14' 2" 15' 10 3/8" 6' 3 5/8" 19' 2" W 22' 2" W 55' 6" 0 Z NOTE: 2 S AT�'~/ 1..1— FOR MISSED TRUSS CONNECTORS AT O BLOCK WALLS WITH 1175 # UPLIFT OR ^ CD LESS, PROVIDE "SIMPSON" HTSM WITH CL N (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS TRUSS CONNECTOR SCHEDULE NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. VALLEY TRUSSES MAY BEATTaCHED WITH SIMPSON VTCR w/ (4J # 9SD X 2-1/2" TO O SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX. TRUSS NOTES: 1)ALLROOFTRUSSESTOBEDESIGNEDBYTRUSSCOMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC. ,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR 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: VELARDO RESIDENCE TRUSS MFGR: BUILDERS FIRST CHOICE LAYOUT DATE: 10/23/2018 CUT -SHEET DATE: 10/23/2018 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES C01 & G01 1ST & 2ND 1579 (1)-HETA20 1810 (8) - 16D 1ST & 2ND D08, G03 & EJ72 CONT. 250 #PLF (1) -HETA 20 AT EACH END & 48" O.C. 1810 (9)- 10D X 1-1/2" SEE GABLE END DETAIL VALLEYS CONT. 100 #PLF (1) -MTS 16 AT EACH END & 24" O.C. 1000 (14) - 10D X 1-1/2" cB CBS LESS THAN 1800# EACH < 1800 # (1) -HETA 20 1810 (9) - 10D X 1-1l2" AT CBS BEARING ALL OTHERS AT FRAME BRG LESS THAN 1000# EACH < 1000 # (1) -MTS 16 1000 (14) - 10D X 1-1/2" AT FRAME BEARING REVISION REVISION z m U W W y O U w � a = U v \ C.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 SHEET ELEVATIONS MODEL KEY LARGO (REVISED) DRAWN MARK MONTALTO JR DATE OCTOBER 25, 2018 SCALE AS NOTED SHEET NO. 8 OF OF 10 SHEETS CD Z_ Z W a- O 0' O O O F_ 1/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) -1/2" REDHEADS w/ 2" DIA: X 1/8" WASHER AL) PT) OR 2" X 8" (PT) BUCK (TYPICAL) E FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (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) 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 STUDS NO SCALE 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 @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE Ico SAVE k A k 3" DIA. SCHEDULE 40 STEEL PIPE z FILLED WITH (3000psi) CONCRETE PIPE WELDED TO PLATE WITH 3/8" FILLET �- T' DIA. PIPE WELD ALL AROUND CONTINOUS C/L ! ¢ CONCRETE FLOOR " j g 8" X 8" X 3/8" THICK STEEL PLATE WITH 5/8" X 2-3/4" MIN. EMBEDMENT WEDGE ANCHOR PLATE_ 1-1/2" NO SCALE (TYPICAL) 10'-1" FROM FINISHED FLOOR EXTERIOR CEILING TO BE — STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C.w/(2LAYERS OF15#� FELT OVER EACH FRAMING MEMBER) o o o Y VEHICLE BARRIER FOR APPLIANCE PROTECTION NO SCALE 12 6 2XPT BLOCKING @ COLUMN Ir III �ii PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SCH. SOFFIT PER DETAIL 8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. 8" PRECAST LINTELS W/ (1) # 5 BAR FOR OPENINGS & FILLED W/ 3000 PSI CONCRETE 12" X 12" BLOCK COLUMN w/ (2) # 5 BARS IN (3000 PSI) CONIC. FILLED CELLS. STUCCO FINISH # 5 DOWEL w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER # 5 BAR VERT. IN (3000 PSI) CONC. FILLED CELL. (LOCATIONS PER FOUNDATION PLAN) FOOTING PER PLAN 12" X 12" ENTRY COLUMN DETAIL NO SCALE NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS_ ZONE 1� NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 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 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 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (3) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER r SEE FOUNDATION PLAN 1 l FOR SIZE & SPACING ) FOOTI EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) TEXTURED STUCCO FINISH 16" X 16" X 8" OR 16" X 8" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN (3) 16d NAILS (TYPICAL) 2"X4" "X" BRACING @ RIDGE AND 6' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA w/ ALUM. DRIP EDGE � 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. PERIMETER AND FIELD. CEILING PER PLAN _ GABLE END TRUSS 2"X4" SPRUCE OR BETTER LATERAL BRACE - @ 6' O.C. FASTENED TO TOP OF BOTTOM 161 COMMON NAILS @ 12" O.C. CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND = - STRAP GABLE END TRUSS WITH "SIMPSON" 4 TRUSS BACK _ HETA 20 AT 48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" 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 NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS GABLE END DETAIL TRUSS VERTICAL WEB NO SCALE REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT8INCHES O.C. REVISION REVISION O Y z m U W W X U a = U �v � 1�V 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 N U 00 a) co W > ry LLJ 0 O LL O Q c) 0 m � o - a Q i Orf p \W LL U)rn cy) 0) WNt M LL p W J LL ^ LL, LU 0 J IJ� I— I..L I— W ry d ULij Q W �n v , W Z � W U) O CV SHEET DETAILS MODEL KEY LARGO (REVISED) DRAWN BILL SCHROEDER DATE NOVEMBER 08, 2018 SCALE AS NOTED SHEET NO. 9 OF OF 10 SHEETS APPLY PE BETWEE (SEE N c n FILLED CELL AT JAMB BLOCK (TYPICAL) 1" 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 1-112" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NINDOW HEADER NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-1/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. A In" 3/4" /8,1 1-3/8" OR NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) ,ems 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) Z DOOR BU( NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-1/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. N0T-Fl. FILLED CELLAT JAMB BLOCK (TYPICAL) I" 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 PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P T. RIPPED DOWN TO 2 X 4-1/8" R T w/ 3/16" TAPCONS 1-1/4"MIN. EMB. 4/12"0.C. w/# 10 SCREWS, PER PRODUCTAPPROVAL. WINDOWAND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA/AMA 200-9. CONTRACTOR 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 PRECAST CONCRETE WINDOW SILL DETAIL_ NO SCALE 1/2" DRYWALL STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 ING GLA FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS Q 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. OR BUCK DETAIL " FASTENERS AS REQUIRED 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 AT ALL 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 SEAL AROUND THE ENTIRE PERIMETER. REVISION REVISION O Y z m U W W O Y O Ix = U ENGINEER PAUL WELCH INC. PAUL WELCH RE. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST, LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772)785.9933 ILI � U Cy) co W >_ r) � o LL O O U) m L o W d T-- —j ry O rn �./ / C7 � d7 W I.L p W -' Li- 0. LL) OC) rJ Lj n U LU Q Lu ry Z {c/) IM 2 1..1� � 0 nCD U) N SHEET DETAILS MODEL KEY LARGO (REVISED) DRAWN MARK MONTALTO JR DATE OCTOBER 25, 2018 SCALE AS NOTED SHEET NO. 10 OF OF 10 SHEETS