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HomeMy WebLinkAboutBUILDING PLANSRECEIVED MAR 19 2011 pgrmitzing DapartmBnt SC, LUCI4 I;vi,�*11• 1 10 � k4. -'zj. Map data 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. PORTSTL UCIECUSTOMPROPERTIES- COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED BASILE RES. OCCUPANCY TYPE : R STREETADDRESS : TBD S WIND TRAIL., FORT PIERCE FL 34951 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: 2017 EDITION WITH: X SUPPLEMENTS AND ASCE 7 -10 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING: 3. RISK CATEGORY : I II X III IV EXPOSURE CATEGORY: B C X D 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NIA LRFD END ZONE WIDTH : 51 5. MEAN ROOF HEIGHT: +/ 12'-3" ROOF PITCH: 6112 PARAPET: N7A FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH) ZONE 1: + 19.3 ZONE 2: + 19.3 ZONE 3: + 19.3 ZONE 4: + 33.6 ZONE 5: + 33.6 GARAGE: + 28.2 -30.7 -51.9 -76.2 -36.4 -44.9 -31.5 7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD: 5 PSF ROOF / LIVE : 20 PSF BALCONY • N/A PSF DOCK: NIA PSF DECK : NIA PSF STAIRS : NIA 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: BOWDOIN G. HUTCHINSON, PE. CERT. # & CO. CERT AUTH. 70878 DESIGN FIRM: BENCHMARK ENGINEERING DATE: ADDRESS: 806 DELANAREAVE.FORT PIERCE FLORIDA PROPOSED BASILE RESIDENCE TBD S WIND TRAIL. FT. PIERCE, FL. 34951 PLANS AND ENGINEERING BY BENCHMARK ENGINEERING FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes AII'Previous Site Plans for OSTDS * ar-Z2_0 &Well # 59 y3GS Data: ReviwNer: ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING& REGULATIONS DIVISION FRODUCT REWIEWAFF/DAWT BUILDING PERMIT NUMBER: OWNERS NAME: PROPOSED BASILE RES. APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OFATTACHMENT WINDOWS SEEELEVATIONS +/-55.0 MI WINDOWS&DOORS 185 SH FL#17499.1 IMPACT 3116'X 1AW MIN. EMBED TAPCONS AT2-/16"O.C. WINDOWS N/A N/A WA NIA NIA N/A NIA MULLIONS N/A N/A N/A NIA NIA N/A NIA BLOCK GLASS N/A NIA N/A NIA N/A NIA WA SKYLIGHTS N/A WA N/A NIA N/A N/A NA SLIDING GLASS DOORS SEE ELEVATIONS +/- 55.0 MI WINDOWS & DOORS 120/13WI40 SGD FL # 22401.3 IMPACT (z ROWS) 114•X 1-v4'MM. EMBED TAPCONSATe'11r O.C. SWING TYPE DOORS SEE ELEYATKMIS + 50.0 THERMA-TRU SMOOTH STAR FL # 20468.1 N/A 1M' X 1-W MIN. EMBED TAFCQNS ATF/1B Q.C. FRENCH DOORS NIA GARAGE DOORS NIA NIA N/A NIA WA NIA 5H6'X131B-MIN. EMBE Q LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A NIA N/A NIA NIA ROOFVENTILA77ON N/A N/A WA N/A wA NIA N/A ROOFING MATERIALS -�.7 -108.5 GULF COAST SUFPLYAND MANUFACTURING 5 V CRIMP METAL ROOF FL#11651.12 N/A PANELFASTENERN 15X1-IA'WOOD GRIPWITH SEALING WASHER IN THE RIB OF THE PANEL• 1N' MINIMUM PENETRATIONTHROUGHTHEPLY OOD.A FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED IN THE RIB OF THE PANELAT 12' O.C. PARALLEL TO SLOPE AND B' O.C. ALL PERIMETER OR ROOF. I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE I N THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BYCURRENT CODE PROVISIONS. NAME: BOWDO/N G HUTCHINSON, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: BENCHMARK ENGINEERING CERTIFICATION NO. 70878 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 FLORIDABUILDING 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 FRO 301. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 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 2017 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 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' OF ALL BEDROOMS. 9) EXHAUST FANS .3 BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT REOPTICLES PER NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIOR TO BE Yd' DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN. W THICK WITH (13 GAGE, 1 318" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 %" LONG, ANNULAR -RINGED; 50 COOLER NAIL, 0.086' DIAMETER, 1 5/8" LONG, 5/64' 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' RECOMMENDATIONSAS BACKERS FOR WALL TILE IN TUB AND SHOWERAREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 2D0. 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 FRG 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 1D47, C 1177, C 1178, C 1278, C 1395, C 1396 OR C IMAND 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, WALLASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVEA 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: 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 W'SUSPENDED SLABS: 1 'M." 6) LAP ALL REINFORCING STEEL A 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 DIAL 11) LINTELS SHALL HAVE A MINIMUM 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 G 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" 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. W W 2 w O U iR z a Ld W LU LU LU Z co S Z � LU P or it_� Z W Z ° LU DO LU Z Q 13 o C-4 Q � z � -Y LU OIL O Z F E u 4 4 LU al N 0° W 4 Z Q R J W O 0 Q j PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELECTRICAL SHEET 5 FOUNDATION SHEET 6 BLOCK PLAN SHEET 7 WVAC PLAN SHEET 8 TRUSS PLAN SHEET 9 DETAILS SHEET 10 DETAILS SHEET 11 SHEET 12 PLAN SHEET INDEX I I rlrB 11r;r R*VIEWED FOR CODE COMPLIANCE FILE COPY ST. LUCIE COUNTY BOCC REVISION C z Y m d v = C1 .N= boa �7 $T E F :'• E�1G'IEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 32-1 24'1 7'-0" 8" 0. TX 7' SLAB ONLY 2'.8" PRE-ENGINEERED ROOF TRUSSES 9 0 § 0 24" O.C. COVERED BY 19/32" X PLYWOOD © EGRESS OE 3-12' STEP (SEE AID NAILING DETAIL) ■■ ■ ■ ■ ■ ■ Al V- ol ■■ • SH-25 �° i SIMIsro • HETA20HURRICANE EGRESS _ _ ANCHORS EMBEDDED 4" INTO DW � BEAM FOR TRUSSES 12 DBL. SINK (PER CONN. SCHEDULE) 6 w/DISR 13'-0" OO i40) 1.7'•4'/,^ `" k9 FIBERGLASS SHINGLE ROOF .1 0 o KITCHEN OVER 30 # ROOFING FELT R-30 INSULATION MASTER BEDROOM EILING 8'-1" CEILING 8'-1" 6 M CONT. ALUMN. MTL DRIP — ■ OVER (PT) 1 X 2 1 1/2" DRYWALL @CEILING 3'-0 (TYPICAL) � ;REF.- �� c 8" X 8" BEAM BILK. �1• 2'-0" ' ; �' 2" X 6" PRE -PRIMED W/ (1) # 5 BAR IN 3000 PSI V / SPRUCE FASCIA i •• CONCRETE FILLED CELL ■ I.LI z m 5 8^ 9�i" VENTED 1: 8" PRECAST LINTELSco STUCCO SOFFIT � W/ (1) # 5 BAR FOR Op J_ ■ (SEE DETAIL) e DOORAND WINDOW OPENINGS LL w M V & FILLED W/ 3000 PSI CONCRETE p i O STUCCO FINISH _ -i (Q V%2" P.T. FURRING STRIPS Bo � ~ r 30688E 1 m N " VERTICAL RUNNING NGANTO BEAM BOCK .•a WSULATION WITH FI-FOIL UL Z W W Lo4o, _bN 3000 PSI CONC. 1/2" DRYWALL m NUN 2'_11" V-1" ��" i LJ� GREAT ROOM LL ARDROBE CEILING 8'-1" i w i l• (,TYPICAL) Q \o MASTER y� VW/R30" LAP SPLICE 1 . 8 CONCRETE BLOCKS W (� W O � BATH FROM FOOTER . //� 0 d a " 5'-a' 15'-0'/.^ WOOD BASE BOARDS v/ x SEE FOUNDATION PLAN l O m v SHOWER we FOR SIZE & SPACING I' 4" CONC. SLAB MIN. 2500 PSI �I, W/ 6 X 6 10/10 WWM OR FIBERMESH 0. O �� OD &SHELF a+ � v' ( ) ■ O'1TOP OFSLAB • ------ ---- N GRADE 4 i 4 _e..e®e � UTILITY PAD ' T � � i C4 TYPICAL WALL SECTION 4 N � 10'-73 EL BAT y , n K .. // ii s v a 10 0" ROD & SHELF MAKE-UP ■ 17 ■ 28 STATION FOYER (CONCRETE BLOCK i LINTEL U-BLOCK CONSTRUCTION) 4� �� CLOSET CEILINGS'-0' NO SCALE ROD &SHELF a 1 - 4 km^�"c h 60686E `4 Tn 41 4 F 26 s -)E'!; ■ ■ v� • , 6'-9"/." 3 -2" (GR P wrn BEDROOM #3 FUTURE SUB ANELUSECEILINGS'-1" BEDROOM#24 I 10) ' w CEILING 8'-1" FPL METER AHU I ATTIC ASH c UNDERGROUND 4 WITH IPPAN 5-10" SERVICE AND D IN LINE ■ LITY 0 1 LV � 200AMP. oDRYER N TRUSS 1 0. O SERVICE (2)SH•25 COVERED i �, UNKBEDAR m EGRESS ENTRY 1 O io 101_0" ,.'�`-ll 1 7i WH,�/ ■ ■ ■ ■ ■ {"l EGRESS ��' © I LLI I EL I b I � I m o 17'-5'/." � 10'-5Y," 4'1 - - - - - - - - - - - - - - - - - - - - - ■ M - - - - - - - - - - - - - - , 16'-0" 16'-0" 0 �l_on J m FLOOR PLAN 12 Cn SCALE: 1/4" = 1'-0" �6 I•-- AREA TABULATION o OCCUPIED A/C AREA: 1302 SQFT O N GARAGE : 0 SQFT FRONT ENTRY: 191 SQFT 2" X 6" PRIMED & PAINTED R/S SPRUCE 12 O. H. REAR PORCH TOTAL FOOTPRINT: 1493 SQFT SHEET 6" x 22" SCREENED VENTS AT 72" O.C. FLOOR PLAN PAGE MODEL ANTIGUA CUST SCALE: 1/4" = 1'-0" DRAWN STUCCO OVER WIRE LATH MARK MONTALTO JR w/ 11ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER DATE 3/8" RIB LATH @ 6" O.C. WITH 10/15/2020 SOFFIT DETAIL (2 LAYERS OF 15 # FELT OVER SCALE EACH FRAMING MEMBER) AS NOTED NO SCALE SHEET NO. 02 OF 10 SHEETS REVISION FILE COPY ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. U OPENING AREA � INTERIOR ZONE 0 END ZONE (NOTE #1) m IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE t 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 Q 20 +33.4 PSF -36.2 PSF +33.4 PSF -44.6 PSF aQ 25 +33.3 PSF -36.1 PSF +33.3 PSF -04.4 PSF 5 30 +33.2 PSF -36.1 PSF +33.2 PSF -44.2 PSF Q 35 +33.1 PSF -36.0 PSF +33.1 PSF �4.1 PSF Q N/A N/A N/A N/A N/A 1. DESIGN PRESSURES PERASCE 7-10 Foz EXPOSURE 160-C REVISION REVISION d z s m U 6 = Ca ppu ulrry r4 O. pR ID P•'���2'; s.� E��l'Ca��IEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 +/-16'-5" TO RIDGE - _ _ - _ — - _ - _ - _ - _ - _ - _ CALCULATE ATTIC VENTILATION tu CEILING = 1493 SQUARE FEET 12 1493 / 150 = 9.953 REQUIRED VENTILATION 12 6 157.6 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 24.08 SQ. FT. / 2 \� = 12.0 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. M.R.H. +/-12'-3" 6 12.0 SQUARE FEET > 9.953333 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6" X 22" SOFFIT VENTS 0 72" ON CENTER 12 6 �O -BRG. HT. 8'-1"_ _ - - _ BRG_HT. 8'-1" - OPENING I.D. A 3E F.F.E. U-0" F.F.E. 0'-0" OPENING LD. OPENING LD. '^ B C vJ ANT E �k a W�/ SCALE: 1/4" 1 0" 31 3E L.L co W J � CU M I �J(o a m ZvUJ 6 U) U) 6 12 W Q n- rt- -BRG. HT 8'-1" _ _ — — _ BRG. HT V-1= O m O O L.L � (DEFLECTION) OPENING I.D. D 31 Owl 12 12 F.F.E. 0'_0= _ _ _ _ P _ _ _ F.F.E_0' _0" 6� �6 rn V �. WNT DO SCALE: 1 /4" = V-0" d' M _BRG. HT 8'-1"_ BRG. HT. 8'-1" Q � � (DEFLECTION) �_ (TYPICAL) W 0 LL J Q m OPENS G I.D. OPENING I.D. OPENIGNG I.D. ^� V I..L J F.F.E. 0_0" — - — 3E 11 3E — — F.F.E. 0'-0= W F" CA H r , 0 O ION MA"W''MMd %W14 SCALE: 1/4" = V-0" J J J � m 12 J B a 12 �6 O N -BRG. HT 8'-1" - - _ BRG. HT 8'-1"- 0. SHEET ELEVATIONS PAGE MODEL ANTIGUA CUST DRAWN —F.F.E. 0'-0" _ _ F.F.E.'-0_' _ _ _ _ _ _ _ _ _ _ MARK MONTgLTO JR DATE 09/08/2020 9 SCALE ELI" r, I N AS NOTED SHEET NO. SCALE: 1/4" =1'-0" 03 OF 10 SHEETS FILE COPY F I L I E ('-'0 P Y FILE COPY Job P 1316 Performed by Chris Bal6eman for: Basile Residffm TBD WindTral Fates, FL34881 Level 1 Air Cats, LLC • _ q l:• • L1y�. r.. .• Scale: 1: 64 'c• pl RokS"UriyersEM9 .1MI-,� 3 • C! r 2" TLI AIR HANDLER UNITS IN ATTICS -.2" VTR ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENINGAND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE 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 (762MM) DEEPAND 30 INCHES (762MM) WIDE SHALL BE PRESENTATTHE FRONT OR SERVICE SIDE OF THE APPLIANCE. 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 SOAS TO LIGHT THE PASSAGE AND SERVICE AREA AND INSTALLED IN ACCORDANCE WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. AIR HANDLING UNITS: ARRVOLING UNITS SHALL R�LOWED IN ATTICS IF THE FOMOWINGCONDITIONSAREMER- 1. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN (6) FEET (1829MM) OF AN ATTIC ACCESS 2. ADEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT DOWN THE UNIT WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY, 3. THE ATTICACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER, 4. ANOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOME OWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC. SAID NOTICE SHALL BE IN ALL CAPITALS IN 16 POINT TYPE WITH TIDE TITLE AND FIRST PARAGRAPH IN BOLA NOTICE TO OWNER: A PART OF YOURAIR 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 IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: 1. A DEVICE THAT WILL ALERT YOU WHEN THE DRAIN IS NOT WORKING PROPERLY. 2. A DEVICE THAT WILL SHUIT THE SYSTEM DOWN WHEN THE CONDINSATION DRAIN ISNT WORKING. TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OS SERVICE, IT IS RECOMMENDED THE YOUR ENSURE PROPER WORKING ORDER OF THESE DIVICES BEFORE EACH SEASON OF PEAK OPERATION. PLUMBING RISER NO SCALE 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 %R 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 REVISION O zIL 00 a � W I%1111""",'''' \\\\\\\\1111 o.70 78 O; ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 Yj Lu 00 w JNTfJ M I J �J(0 Q Z W W W U) uJ Oda 0 Qu, o " U) w� M w� O U n�•- Li J w~ 0 D a J J I— I0 w V, J a OO r N SHEET HVAC PAGE MODEL ANTIGUA CUST DRAWN MARK MONTALTO JR DATE 10/15/2020 SCALE AS NOTED SHEET NO. 07 OF 10 SHEETS FILE COPY REVISION REVISION O z m W H g '�.O ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 UA OR 61,11, eNS 32' 0" OF m n n n n n n n n n n us V) w w w w w w w w w w c� U U CJ1 CJ1 - - - c CJ3 CJ3 Hatch Legend n CJ5 CJ5 AB ST 5FZ 2ND BRCS TRUSS END DETAIL 12 GO O PLUMB CUT OVERHANG 8 W J M U 8'-1" CLNG _1 LL o aELH Z U Ix N LLJ HEEL HEIGHT o m > ( 0 Ana .. U) pp F- Q H� N 0 2'-0" a 0 8'-1" CLNG O LL 00 00 v c v 0x A H o TTI A ESS K\v"'N 0 a Fs A3 ATTIC AHU STORAGE W co cz CM w Q - A2 8'-1"CLNG °' W 1' 6 1/2" O o ST 15RG 2ND � 3RD BR °D O � BR�x �/ U o CJ5 CJ5 J CJ3 CJ3 0 W � �o OD o = CJ1 CJ1 .d d �6 c m t^o m co m h'✓s i A U U W W W W W W W W W W U U U _J m 1T 6 1/4" 10' 5 3/4" 41011 J 32' 0" a U) r ON N I..LALL VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4) # 9SD X 2-112" TO NOTE: 10 SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS SHEET STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX TRUSS LAYOUT PAGE FOR MISSED TRUSS CONNECTORS AT MODEL BLOCK WALLS WITH 1175 # UPLIFT OR ANTDRAWN ST DRAWN LESS, PROVIDE'SIMPSON' HTSM WITH MARK MONTALTO JR (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. DATE 10/15/2020 FOR MISSED TRUSS CONNECTORS SCALE FOR TRUSSES WITH 1175 # UPLIFT AS NOTED OR MORE, CONSULT ENGINEER FOR SHEET NO. ADDITIONAL TRUSS CONNECTOR OPTIONS 08 OF 10 SHEETS TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE ENGINEER., BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERlFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES, 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS CONTRACTOR: PSL PROPERTIES OWNER: PROP. BASILE RES. TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 09 / 26 / 2020 CUT -SHEET DATE: 09 / 25 / 2020 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES Al 1ST, 2ND, 3RD & 4TH 761 (1) HETA20 1810 (9) 10d X 1-1/2" A9 1ST& 2ND 1351 (1) HETA20 1810 (9) 10d X 1-1/2" GABLE ENDS CONT. 267#PLF () HETA20 1810 (9) 10d X 1-1/2" SEE "GABLE END DETAIL" 1 STRAP AT EACH END AND 48" O. C. VALLEYS CONT. 100 #PLF O MTS 16 1000 14 10d X 1-1/2" 0 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 ATFRAMEEACH BEARING <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING FILE COPY Z Z w IL O 0r O O 0 n 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 (16'4 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 118" 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 3-5/8" 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.G. (10d NAILS FOR WOOD FLOOR) NG FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE r a Z w J Q co (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 02 NAILS AT6"O.C.PERIMETER AND 6"D.C.FIELD ZONE Q3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD Qic EAVE "A' ROOF SHEATHING NAILING ZONE 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. 2" X 4" DIAGONAL BRACING AT RIDGE 16d NAILS EACH END BOSTON HIP DETAIL NO SCALE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT GALV. MTL DRIP OVER (PT)1 X 2 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH (2) #5 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 i / UNDERLAYMENT /SHEATHING CAL WALL SECTION DDER FRAMING AT 12" INCHES O.C. ER PLAN M DRIP EDGE OVER 1" X 2" P.T. tE-PRIMED SPRUCE FASCIA IY TRUSS COMPANY I WIRELATH / VAPOR BARRIER / SHEATHING UCTURAL NOTE # 13, SHEET 1 COVER PAGE ASHING i / UNDERLAYMENT /SHEATHING CAL WALL SECTION NOTE: TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE 12 6� 8" PRECAST LINTELS W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE +- TEXTURED STUCCO FINISH 8" X 8" BEAM BLOCK W/(l) #5 BAR CONT. IN (3000 PSI) CONC. FILLED CELLS. 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) X 16" CONC. BLOCKK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE REVISION REVISION m F2 W O � U W NLJ T �0n�8 o Ih e` ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 vJ Of co W JNtU CM I J LL CD coZUc� i U) w on° O °°ow OM LL L.I. U W N M W OLL O Lu U n� Li J W~ e U h o J Q J ' w V, W 0- N� U) -VI- OC:) CV SHEET DETAILS PAGE MODEL ANTIGUA CUST DRAWN MARK MONTALTO JR DATE 10/12/2020 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS FILE COPY CMU W, (SEE W) CORRO,' PER% APPLY PE BETWEE (SEE N s WIN NOS 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. 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 1^11 NOTE: WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED 3/41' NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH /8" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" 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 cQ 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. 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) 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 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 4-118" P.T. w/ 3116" TAPCONS 1-1/4" MIN. EMB. 4 /12" O.C. wl # 10 SCREWS, PER PRODUCTAPPROVAL. FASTENERS AS REQURED 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. FBC R703.4 AAAMA-714 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 SEALTHE 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 z aY0 �i w a t� " IL`o,` Wy �� . 111U1111�! 0 skc-• _ o.70B78 OR.Oe cFSS10 N A\ Linn I...... 111 ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 aj ui co Lu J_ U ~ LL o � m ZU� Lu U) Dn-a mod O LL w v W 1 � M Lu Q I..f_ O 0 U. U CL J W ~ U H o � J o J ,) J IL v- ON N ^ I..L SHEET DETAILS PAGE MODEL ANTIGUA CUST DRAWN MARK MONTALTO JR DATE 10/12/2020 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS FILE COPY