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HomeMy WebLinkAboutBuilding PlansCONSTRUCTION BY mm PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW" PORTSTL UCIECUSTOMPROPERTIES. COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME : PROPOSED ZEITZ RES. OCCUPANCY TYPE : R STREETADDRESS: 8217 MAIDENCANE PLACE PORT ST. LUCIE, FL. 34952 CONSTRUCTION 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 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: 2020 EDITION WITH: X SUPPLEMENTS AND ASCE 7 - 16 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 124 ASO N/A LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: +1 12L3" ROOF PITCH : 61?2 PARAPET: wA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10' MRH) ZONE 1: + 20.5 ZONE 2: + 20.5 ZONE 3: + 20.5 ZONE 4: + 35.5 ZONE & + 35.5 GARAGE: + 30.1 - 32.5 - 54.9 - 80.7 - 38.5 - 47.6 - 33.6 7. DESIGN LOADS: FLOOR: 40 PSF ROOF I DEAD : 5 PSF ROOF I LIVE : 20 PSF BALCONY • N/A PSF DOCK : N7A PSF DECK : N/A PSF STAIRS : IV/A PSF FENCE: N/A 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 (NOT APPLICABLE 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: BOWDO/N G. HUTCHINSON, P.E. CERT # & CO. CERT AUTH. 70878 DESIGN FIRM.. BENCHMARK ENGINEERING DATE: ADDRESS: 806 DELANAREAVE.FORT PIERCE FLORIDA m ■ PROPOSED ZEITZ RESIDENCE 8217 MAIDENCANE PLACE PORT ST. LUCIE, FL. 34952 PLANS AND ENGINEERINQ,,..,pA, BENCH K ENGINEERING 'T I" Z ,�pFFSSiONP�;„�,• ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING& REGULATIONS DIVISION PRODUCT REVIEWAFFIDAWT BUILDING PERMIT NUMBER: OWNERS NAME: PROPOSED ZEITZ RES. APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS + /- 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 311VX 1-1/4" MIN. EMBEDTAPCONS AT 2" / 16" O.C. WINDOWS N/A N/A N/A N/A N/A N/A N/A MULLIONS N/A N/A N/A N/A N/A N/A N/A BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A SLIDING GLASS DOORS SEE ELEVATIONS +/- 55.0 MI WINDOWS & DOORS 120/130/140 SGD FL # 22401.3 IMPACT (2 ROWS) V4" XT6'1 MIN. EMBED TAPCONSAT6"/EDO.C. SWING TYPE DOORS SEE ELEVATIONS +/-67 THERMA-TRU SMOOTH STAR FL#20468.2 IMPACT 1/4"X1-1/4"MIN.E"O.C. PCONS AT 8" 114" O.C. FRENCH DOORS N/A GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 73W6 FL # 15371.5 N/A 5/16" X 13/8" MIN. EMBED LAG SCREWS ONE PER BRACKET) HURRICANE PROTECTION N/A N/A NIA N/A N/A N/A NIA ROOF VENTILATION N/A N/A NIA N/A NIA N/A ROOFING MATERIALS 160 194 OWENS CORNING ARCH. ASPHALT SHINGLE FL#10674.1 NIA FASTENERS FORASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE 10.105 INCH DMM) SHANKWITHAMINIMUM NOINCH (10MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM 3141NCH (19MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 314 INCH (19MM) THICK THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 1667 (6 PER SHINGLE) UNDERLAYMENT N/A N/A SOPREMA, INC. RESISTO LB1236 FL 2569.1 N/A TO APPLYOT APPLY GALES OR OTHER ROOF COVECTLY TO THE ROOF DECKrs Nob. START AT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE. OVERLAP SEAMS 3' MIN. AMD ENDLAPS 3- MIN. PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM, EVEN PRESSURE RElMAI REMAINING HALF OF THE ROLL AND APPLYY POM THE CENTER TO THE EDDIES.ERESSUTHE REE. NG FROM THE I 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: BOWDOIN G HUTCHINSON, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: BENCHMARK ENGINEERING CERTIFICATION NO.70878 GENERAL NOTES 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) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY CONSERVATION RESIDENTIAL. 2) ATTICACCESS 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 2020 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% 01`7 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 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 FORALL 125-VOLT, SINGLE-PHASE 15 AND 20AMP CIRCUITS: REVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OFANY OINK. 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 P(_R NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIOR TO BE 111' DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN, W THICK WITH (13 GAGE, 13180 LONG, 19/64" HEAD; 0.098" DIAMETER, 1 W LONG, ANNULAR -RINGED; 51) COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.04F' DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7' O.C. FOR NAILS AND 12" O.C. FOR SCREW§, 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1326, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONSAS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702A2), 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 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 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 939 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 INSTALIATION 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 ASCE 7-16. 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 PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 IWSUSPENDED SLABS: 1 ''A" 6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEE 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 INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6' O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE AMINIMUM 4" 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 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19137' CDX PLYWOOD 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. z z w a z w w w U uz Z = co 1` a0 Z z w F ] � w Z = z W z 0m Q m PLAN SHEET .6 -74INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELECTRICAL SHEET 5 FOUNDATION SHEET 6 BLOCK PLAN SHEET 7 HVAC PLAN SHEET 8 TRUSS PLAN SHEET 9 DETAILS SHEET 10 DETAILS SHEET 11 SHEET 12 PLAN SHEET INDEX O 2'-0" 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) FIBERGLASS SHINGLE ROOF OVER UNDERLAYMENT CONT. ALUMN. MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK ( ON 3000 PSI CONC. VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN FOR SIZE & SPACING .0''.-0" TOP OF SLAB `Y GRADES 4" ICYNENE INSULATION 112" DRYWALL @ CEILING (1) ROWS 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL -8" PRECAST LINTELS W/ (1) # 5 BAR FOR ALL DOOR AND WINDOW OPENINGS & FILLED W/ 3000 PSI CONCRETE 1"X 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL w O O LL . 2 co Z 1/2" DRYWALL m (TYPICAL) LL 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH ��---------- r TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE SOFFIT DETAIL NO SCALE X 6" PRIMED & PAINTED S SPRUCE )N-VENTED SOFFIT 1CCO OVER WIRE LATH wi 11ga. 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) FILE CO REVISION REVISION O = CO c~i W °W Y d U = „o,uu, v ubpp,p,. CENSF Cyr r'8`�i: STATE OF : 2 -, Fss�o• • , , i EN�� ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 U) ULo 'ecf)U tY Z LL � N Uwe U= Z 0 Q� J U) ¢tea w 0L a% n. 0. U) W 0) W IL 0 ® LL ry LLT U j L� J W ~ c H d J J m U) U) N N ^ I..L I i i SHEET FLOOR PLAN PAGE MODEL ANTIGUA COST. DRAWN MARK MONTALTO JR DATE 12/03/2020 SCALE AS NOTED SHEET NO. 02 OF 10 SHEETS TO RIDGE + / - 16'-6" M.R.H. + /-12'-3" 12 6 _BRG. HT-8'-1- - - BRG. HT 8'_1"" - _ F.F.E. 0'-0" ONZ MONT' ' Rrwr,. SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" 12 6, a w U OPENING I.D. ao a 21 12 �6 _ _ BRG. HT 8'_1" :AEML]mn F_RE.0'_0_ OPENING I.D. A L8 12 6� _BRG. HT 8'-1'_ _ :TIUN) El OPENING LD. F 11 F .E.0'-0" � 12 �6 (DEFLECTION) OPENINGI.D. ❑ � I 21 fO SCALE: 1/4" = V-0" _ BRG. HIT_8'_1_ (DEFLECTION) a. a. OPENING I.D. E 3E 61 BRG. HT 8'-1"- F.F.E. 0'-0" SCALE: 1/4" = T-0 ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. OPENING AREA A INTERIOR ZONE QE END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE i2A 10 +35.5 PSF 38.5 PSF +35.5 PSF -47.6 PSF 15 +35.4 PSF 38.5 PSF +35.4 PSF -47.4 PSF 20 +35.3 PSF -38A PSF +35.3 PSF -47.2 PSF a 25 +35.3 PSF -38.3 PSF +35.3 PSF -47.0 PSF 0 30 +35.2 PSF 38.2 PSF +35.2 PSF -46.8 PSF a 35 +35.1 PSF -38.1 PSF +35.1 PSF -46.7 PSF 7 40 +35.0PSF -38.0 PSF +35.0 PSF -46.5 PSF As 110 WA NIA +30.1 PSF -33.6 PSF 1. DESIGN PRESSURES PER ASCE 7-10 $ EXPOSURE 160-C OPENING I.Q. �C� J 21 OPENING I.D. H 21 12 6 12 �6 BRG. HT. 8'-1" _ _ F_F.E_0'_0_ REVIEWED cobE COMPLIk • BOCC BRG. HT. 8'-1" C FIL F.F.E. 0'-0" O z m 0 6 _ ,a J o, STATE OF EPftimittR BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 ULo W Q0) � CY) ZLLCTO N Uwe C) 0 WD= W O J r�/ ! v Q a 0- 1-- W r coa co i LLI co ® ® d' co Li EL O `1 LL rrN U -,, J H r® V H a _J J H m J cp 0- cn O N n W I SHEET ELEVATIONS PAGE MODEL I ANTIGUA CUST DRAWN MARK MONTALTO JR DATE 01/12/2021 SCALE AS NOTED SHEET NO. 03 OF 10 SHEETS r ELECTRICAL PLAN SCALE: 1/4" = 1' 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 $p DOOR CHIMES °P9 1 PUSH BUTTON 9 ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET SERVICE PANEL o 110V OUTLET 220V OUTLET SERVICE METER LIGHT FIXTURE g \/ CEILING FAN 4-PLEX OUTLET Q� WALL MOUNTED x SWITCHED OUTLET LIGHT FIXTURE ' LIGHT FIXTURE l 1 SPECIAL PURPOSE ® w/PULL SWITCH lP/ CEILING FAN wILIGHT JUNCTION BOX J❑ RECESSED LIGHT i` A(C DISCONNECT `� VAPOR PROOF x PHONE OUTLET T RECESSED LIGHT bid TV OUTLET FLOOD LIGHT FLOOR OUTLET DISK LIGHT �DJ SCONCE PREWIRE 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 1"EP" 50 120/240V M O 1 2 9 MBR 150A MLO � l 73)z:, 2" C # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE UG SERVICE BY FPL (3) - # 1 /0 ALUM IN 2" C OPTION - "B" ELECTRICAL RISER / DIST. NO SCALE 11 ELECTRICAL LOAD CALCULATIONS PER NEC 1 1329 SQ. FT AT 3 VOLT-AMPERES (GENERAL LIGHTING) 3987 VA 2 (2) 20 AMPAPPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 "8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 0 101 MISC. 5000 TOTAL: 39187 VA FIRST 10 KW @ 100% 10000 REMAINDER CAD 40% 11674.8 TOTAL: 21674.8 A/C HEAT 0 100% 10000 TOTAL: 31674.8 VA 31674.8 = 131.978AMPS USE 150 AMP SERVICE. 240 ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 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 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 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 FORALL 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. REVIEWED ' i r BOCC REVISIONv REVISION = I m Ii w W O Y C1 W � d = No. 7057 9p T F ll,;�IVAL , ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 W (V UU-) Q °) Nt �cC3 wLL(0 Z T_ UW� � ZV W Z) � 0 J Q IL W {V O 00 v) W � M d W 0 U. N® fni� LU U �L. J W ~ U o J J m V J IL U) N� L.L ON N SHEET ELECTRICAL PAGE MODEL ANTIGUA COST. DRAWN MARK MONTALTO JR DATE 01/12/2021 SCALE AS NOTED SHEET NO. 04 OF 10 SHEETS 4'-4" T-10" 5-3" IBELOW FINISH FLOORI NHB 3-12" STEP I —I t ■ \ An C" a 12'-6" o q F-1 'v - Y ■ REF. Y 4111, M Y N M ■ v 5'-6" p ■ 2.5. v #5 REBAR C4 FINISH FLOOR CONCRETE SLAB `; O M H ■ r> CONCRETE SLAB - - - .° 4 � F. FLOOR C4 FINISH GRADE F - - - g (wc a Z # 5 MINIMUM CONTINUOUS, # 5 REBAR ) CONTINUOUS - 16 " 2C (3" COVER MIMIMUM. w�' BEARING FOOTING F2 INTERIOR NON-BRG. FTG. 4 0•0"* `` wo . F1CALE= `r TOP OF SLAB m v SCALE: 1 /2" = 1'-0" ■ 11-011 4" THICK (2500 PSI) CONCRETE SLAB Y w/ FIBERMESH OR 6"/ 6" 10/10 W WM c#5 REBAR OVER VAPOR BARRIER ON GLEAN ,-0 c COMPACTED CHEMICALLY TREATED FILL 6'-7" Z_ II 7-518" CURB w/ (1) ■ #5 BAR CONT. IN 9, 3„ a THE (URB Z I' #5 REBAR ■ o M �� CONCRETE SLAB FINISH GRADE 4 M CONCRETE SLAB ;I• Z ,�, — _ —" CONCRETE SLABS M i F. FLOOR /° ° 10 04 ■ + UTILITY PAD F-1 AIC COND. ° __.., o F-1 (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. (2) # 5 MINIMUM CONTINUOUS, t? TG 16 4 16" 4' 3" COVER MIMIMUM. vIf ■ F� N L ........ n' .. .. LL CURB SECTION EXTERIOR STEP 3-12"STEP ■ .� F3 SCALE. 1/2" = 1'-0" F6 SCALE: 1/2" = 1'-0" 4'4" 5'-8" 6'-0" ■ CURB ■ ■ e ■ - m 4 Q I a m AHU ='WH ,! ^ I RECESS SLAG 3-1/2" N F-1 BELOW FINISHED FLOOR J U N/ _ ■ ■ 0 4 -7"' - - - - - - - - - - - - - - - -0 L q k LL N 12'-10"Q REVIEW k� CODE CO; 16'-0" CURB HEIGHT VARIES A AROUND PERIMETER OF GARAGE w u: FPL METER �T" 1.IJCIE m PANEL .q] BOCC D Lu V 150AMP q a O ELCT. PANELLu 'y . \ 0 Y ■ UT ■ a a F3 TG '4 v w j v U______________________________ ___ ___ _____ U ■ ' RECESS SLAG 3-1/2" ' i BELOW FINISHED FLOORi a Lu Lug FILE 00 oo Y io FOUNDATION PLAN -- SCALE: 1 /4" = 1'-0" } 1 = I m W Y � W G,aati 4\CENs�. c Q ..•.. m O. 708 J � 1 . IOF JIs ' ORIDA. ° 'q'�a,3Y1e1WUa"VP ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 uj U Lo W Q A �qqr V' / \ r } V W CO Z LL r NUW0� 0 Wes= W 0 0- ~ WTl- W 0^ K/ CL U/ W d' 00 F— 14, 0) M QQ W CL g OLL U J W E"- a J J F m w J V,u� (L. F P OC) A N PY SHEET FOUNDATION PAGE MODEL ANTIGUA OUST. DRAWN MARK MONTALTO JR DATE 01/12/2021 SCALE AS NOTED SHEET NO. 05 OF 10 SHEETS LA Iy 91mob 32' 0" 4' 0" m In r. r. I, I, I, I, Lo M n n n n n u w w w w w w w w w w u u u ,L CJ1 0 CJ3 TC.,CJ1 CJ31 Oil CJ51 IAGo � M xxx O � .-I [Q F +1 N O ^ N O Al -------------- 0 Al 00 vAl 0 _ 0 8'-1" CLNG - Co `r 1 0 Al 0 Al 0 1 0 Al _ � O O D° Al 1 0 1 0 ilk Al Al .- U O O A3 N CJ1 {V M 2 24 N W W 0 CA LUS24 0 (�) W W W W W W LJ 0 0 3 d o iV ry ATTIC BOX STORAGE n -- 0 0 O CJ1 CJ1 ti�a cv, U w w w w w W W w U 16' 0" 20' 0" Hatch Legend TRUSS END DETAIL PLUMB CUT OVERHANG 12 6 4-1/2" HEEL HEIGHT TRUSS CONNECTOR SCHEDULE TRUSS END DETAIL PLUMB CUT OVERHANG 12 6 4-1/2" HEEL HEIGHT TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY 'S ENGINEER. 2) CONTRACTOR TO PROVIDE ENGINEER, 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: PSL PROPERTIES OWNER: ZEITZ RESIDENCE TRUSSMFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 12 / 1 z / 2020 CUT -SHEET DATE: 12 / 23 / 2020 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES AS 1ST&2ND 1670 (1)HETA 20 1810 8 16d VALLEYS CONT. 100 # PLF () MTS 16 1000 (14) 10d X 1-1/2" 1 STRAPAT EACH END AND 24" O. C. ALL OTHERS AT CBS BEARING EACH <1800 # (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE 'SIMPSON' HTSM WITH (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 O1 VALLEY TRUSSES MAY BEATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-112" TO SUPPORTING TRUSS AND (3) # 9 SD X 1-112" TO VALLEY TRUSS /N LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX. NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. REVIEWED FOR CODE C MPLIANC ST. LUCI,CCE//++COUNT" p`1J REVISION i REVISION O = Y m U1 C Y O W [ = IL 70878 Ln O c 'Q ' ;�fi�S'��RIC� G;�F�•,;. EN'C`al'kkill BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 uj ULo � cy) W Z LLLL N UW � LLI = Z) 0 LLI 0 J ui Q�(L LL W 0. 00 VA _,W SHEET TRUSS LAYOUT PAGE MODEL ANTIGUA CUST. DRAWN MARK MONTALTO JR DATE 01/12/2021 SCALE AS NOTED SHEET NO. ®8 OF 10 SHEETS REVISION O z Z W D- w 0 0 t` 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 8'4- & V-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) BATT INSULATION[ —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 3-518" METAL STUDS NO SCALE 1/2" DRYWALL BOTH SIDES (TYPICALALL 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) NG FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE EAVE y. 4 2 2 0 \. :J21DGE w 2 a 2 . �\ _ \, Jey� 2 \2�\\ �\ EAVE (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 Q 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 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) 1.6d NAILS EACH END (TYPICAL) ROOFING /UNDERLAYMENT/SHEATHING "LPAAKVfASsWd'AT12" INCHES O.C. SOFFIT PER PLAN ALUMINUM DRIP EDGE OVER 1" X 211 P.T. _._.__......._.. X 6" PRE -PRIMED SPRUCE FASCIA TRUSS BY TRUSS COMPANY STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING ff §TAUgV5AL NOTE # 13, SHEET Al00 CEILING PER PLAN TRUSS BY TRUSS COMPANY BOSTON HIP DETAIL NO SCALE ROOFING / UNDERLAYMENT /SHEATHING PER TYPICAL WALL SECTION NOTE: TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE 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. (m) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER r SEE FOUNDATION PLAN) l FOR SIZE & SPACING ) FOOTING F-1 EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" 8" X 8" BEAM BLOCK O.C. w/ (2 LAYERS OF 15 # Ck WITH (1) #5 BAR FELT OVER EACH -41 CONT IN (3000 PSI) FRAMING MEMBER) 7. LU( CONC. FILLED CELLS L 8" PRECAST LINTELS W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE TEXTURED STUCCO FINISH 6" X 8" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE �y �osTsl ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, RE REG. # 70878 aj W� U0) W Q� CLch0 W top Z ILL r N Uwry C) Wz� W ®JU) cn ¢AIL 0 � W 00a IZ V ) W 49T 1 M d7 d' M Lu I..L 0 OLL U W H U d J 0 J F. m I ) u, J a N ^® I..L SHEET DETAILS PAGE MODEL ANTIGUA OUST. DRAWN MARK MONTALTO JR DATE 01/12/2021 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS i - CMU W (SEE W/ CORROF PERV APPLY PE BETWEE (SEE V1 FILLED CELLAT 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" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS, WINDOW HEADER AND JAMBS TYPICAL B 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. A In" Um NOTE: WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE 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 FILLED CELLAT 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 @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SLIDING GLASS DOOR BUCK DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) IOR BUCK DETAIL 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. CONTINUOUS FOAM INTERIORAIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FILLED CELLAT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS I• MiP] 1IRtaU 2" X R 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" P. T. w/ 3116" TAPCONS 1-1/4" MIN. EMB. 4 /12" O.C. w/# 10 SCREWS, PER PRODUCTAPPROVAL. 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 E•3RduEl1 R7LfII i�1:1:1LIHC9' 114 WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITHACMU 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. FBC R703.4AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND 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 RESTRICTTHE 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 INTERIORAIR SEAL AROUND THE ENTIRE PERIMETER. aSvIivii`r CODECOMF ST. LUCPE >,, FILE REVISION REVISION ... _._.� i s m lu °w � Y O w ' IL y C No. 7037 ca * STATE F �ssinNIA ENGINEER BENCHMARK ENGINEERING j BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 uj ULo W Q0) W top _z LJL r wCK N V 0 w�= WOJo[L Cn <(� 0 2�w � Co(L I i U P t W M Q W O LL A® ii U J W U) Ua � J o J � m V J a U) M� 1..1. OC) .rm- N Ci I SHEET DETAILS PAGE MODEL ANTIGUA CUST. DRAWN MARK MONTALTO JR DATE 01/12/2021 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS,