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HomeMy WebLinkAboutSURVEYGENERAL NOTES PLAN SHEET INDEX COVER SHEET SHEET 1 FLOOR PLAN SHEET 2 ELEVATIONS SHEET 3 ELECTRICAL SHEET 4 FOUNDATION SHEET 5 BLOCK & TIE BEAM SHEET 6 HVAC & PLUMB. SHEET 7 TRUSS LAYOUT SHEET 8 DETAILS SHEET 9 DETAILS SHEET 10 N/A SHEET 11 N/A PLAN SHEET INDEX PROPOSED HERNANDEZ RESIDENCE 5802 BIRCH DRIVE FT. PIERCE, FL 34982 CONSTRUCTION BY 0 PORT ST LUCIE PROPERTIES 201 SW PSL BLVD UNIT 103, PORT ST LUCIE, FLORIDA, 34984 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PSLPROP.COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED COOPER RESIDENCE OCCUPANCY TYPE : R STREETADDRESS : 7702 HIBISCUS RD, LAKEWOOD PARK, FT. PIERCE, FL 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 ASD NIA LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: 12.2' ROOF PITCH: 6112 PARAPET: NIA 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 5: + 35.5 GARAGE: + 30.1 - 32.5 - 54.9 - 80.7 - 38.5 - 47.6 - 33.6 7. DESIGN LOADS : FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF / LIVE: 20 PSF BALCONY - NSA PSF DOCK: NIA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: 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 SR., P.E. CERT. # & CO. CERT. AUTH. 29945 PAUL WELCH INC. DESIGN FIRM: DATE: ADDRESS: 1984 SW. BILTMORE ST. PSL FL. 34984 THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. Digitally signed by Paul We Welch Pau I c h Date: 2021.07.14 15:14:22 PLANS AND ENGINEERING BY 0 PAUL WELCH INC. PAUL WELCH, P.E. REG. 29945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL BEDFORD GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE PLAN DIMENSIONS AREA TABULATIONS LIVING AREA 2 CAR GARAGE COVERED ENTRY BACK PORCH 160-C 49'-1 "X 47'-8" 1535 SQUARE FEET 390 SQUARE FEET 22 SQUARE FEET 126 SQUARE FEET TOTAL FOOTPRINT 2073 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME: 14,793.28 SQ. FT. ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME : HERNANDEZ RESIDENCE 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 3/16" X 1-1/4" MIN. EMBED TAPCONS AT 2" / 16" O.C. WINDOWS SEE ELEVATIONS + 50 / - 63.0 MI WINDOWS & DOORS 185 PW FL # 15349.5 IMPACT 3/16" X 1-1/4" MIN. EMBED TAPCONS AT3"/14"O.C. MULLIONS 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 FL # 22401.3 IMPACT (2 ROWS) 1/4" X 1-1/4" MIN. EMBED. TAPCONS AT 6" / 16" O.C. SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL # 20468.1 IMPACT 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 14" O.C. FRENCH DOORS GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 N/A 5/16" X 1-(O 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 -80.7 -180 TAMKO COOL RIDGE FL # 4103.1 N/A FASTEN UING0.125" SHANK 04110" DIA. EAD.IN. MIN. 2.52" LONG DIA. MIN. CORROSION RESISTANT ROOFING NAILS SPACED 24" O.C. ON EITHER SIDE OF THE RIDGE SLOT ONTO THE SHEATHING. UNDERLAYMENT N/A N/A SOPREMA, INC. RESISTO LB1236 FL # 2569.1 N/A APPLY DIRECTLY TO THE ROOF DECK. DO NOT APPLY TO SHINGLES OR OTHER ROOF COVERINGS. STARTAT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE. OVERLAP SEAMS 3" MIN. AMD ENDLAPS 3" MIN. PEAL HALF OF THE BACKING OFF THE ROLLAND APPLY FIRM, EVEN PRESSURE FROM THE CENTER TO THE EDGES. REMOVE THE BACKING FROM THE REMAINING HALF OF THE ROLL AND APPLY PRESSURE. ROOFING MATERIALS 150 194 OWENS CORNING ARCH. ASPHALT SHINGLE 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 (10MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM 3/4 INCH (19MM) INTO THE R19MM)THICK, ICK,TH. WHERE THE E FASTENERS SHALLPENETRA E LESS THAN THROUGH E s EATHINGFASTENERS HALL COMPLY WITH ASTM F1667(6PER SHINGLE) 1 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 SR, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH INC. CERTIFICATION NO. 29945 PORT ST LUCIf PROP�RII�S, INC. o 201 SW PORT Si LUCIE BLVD., SUITf 103, POR1 S1 LUfIE, fLORIDA34983 a PROJECT NAME PROPOSED HERNANDEZ RESIDENCE 5802 BIRCH DRIVE PROJECT ADDRESS : FT. PIERCE, FL 34982 SHEET TITLE : COVER PAGE DATE : 04 / 23 / 2021 SCALE 1 /4" = V-0" GARAGE SIDE RIGHT EXPOSURE 160C M O D E L: KEY LARGO JOB NUMBER : 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) 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) 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 FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 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% 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 TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIOR TO BE'/z' DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN.'/2' THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 '/4" LONG, ANNULAR -RINGED; 5D 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' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE 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 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH 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 '/2"SUSPENDED SLABS: 1 '/2' 6) LAPALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPTAS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES 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 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 @ 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. PERIMETER AND 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. ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 F. W W I U1 COVER SHEET op cM 47'-8" 16-0" 17'-0" 14'-8" 7'-5" � O � SH-23 TEMP. Is NJ El Is ■ \ O O \ I D"" I \ W \ DOUBLE b \ SINK 10 ■ OO w \ 14'-83/4' Z — o \ KITCHEN O � 3 1 10'-1' EILIN T. I LL � I ■ 8" T-5'/4' 12'-3'/i' 8'-43/4' 1 12 1 3.7 " I� (TRUSS CO. TO VERIFY) _ ■ 6_6" 1 z W \ 1U CAFE I� 8'-1"SLOPE TO 1 10'-1 " CEILING 1 T-6" I 3' 6„ ■ I 10'-1 " CEILIN_G 8' 1 " CEILING , UB/SHOWER z o U n N z a ■ gw '/4 5'-1' 2868 BATH 2'-1'144 00 M CO 2 7' 2'/2' ih (n ■ WC 4,8" VANITY 1( o n J I °° o co ROD & SHELF 6068BF \/17 T-6" T-6" T-10" BEDROOM # 2 0 8'4" FLAT CEILING T-1" 6-5" 5'-2" 4'-4" HOSE BIBB SH-23 TEMP. 0 N ■ ■ ■ IN _ _ _ _ _ _ _ _ _ _ PRECAST LINTEL _ _ _ _ _ _ _ _ ■ ■ ■ 42" X 60" TUB O ■ PANTFbf LINEN 4'-11'/4' 1 r-o° \ / C. 2068/BF 2068/BF COVERED PORCH - M u )2" 8'-1"FLAT CEILING ��e s /TI ESHOV S-0" 3'-13/4' TFA 2, 9Y2, M. BATH 8'-1 "FLAT CEILING 2'-1'/4' 3' 1'/z' ■ 3-1/2" STEP 8068 / TEMP. / SGD ■ z _8'-1"SLOPE TO ■ ■ ■ ■ ■ ■ WC 60"VANITY00 j 10'-1 "CEILING O o LMAKE N 2'-6'/i" 1 T-7'/z' 21'-6'/2' 12'-5" T ' 16-2" GREAT ROOM MASTER BEDROOM 10'-1 " FLAT CEILING 8'-1 " FLAT CEILING (2 m 11'_03/4' m LLI O (V ■ O ■ x ■ 01 10 ■ ■ ■ SH-25 / EGRESS 10'/2" 00 r 11'-7'/2' I I ROD & SHELF M N 6068BF T2" T-5'/aI. 3'-6%" BEDROOM # 3 10'4"FLAT CEILING o 11'-1'/4' D1 C1 FIXED TRANSOMS ABOVE SH-25 SH-25 EGRESS EGRESS 0 Lo 91 12'-4" 11'-4" 28'-8" FLOOR PLAN SCALE: 1 /4" = 1'-0" 7'-33/4' FOYER o 10'-1"FLAT CEILING O 5-93/4' B1 _ FIXED TRANSOM ABOVE 701 " MAIN EGRESS" JI ■ 3-1/2" STEP ©00 (D v -v ENTRY 10'-1 " FLAT CEILING FINISHED CONCRETE" 47'-8" 2'-0" 6-4'/z" 3'-5'/2' 6' 00 co N 0 - U)I J J W o z W w DRYER LOCATION I OF ow ml 1 Q~ 2 1;: J LL � CD 0 'cool I IL co w0 co N 0a6'-1" U P 3-1/2" STE co AHU 00 00 w N CH GIRDER TRUSS PROTECTION _ _ _ P ST 1 22-1/2" X 54" 1 ATTIC ACCESS m J oZ Q U (Y m } 0 m� Q 3 J J U O GARAGE N w 8'-1" FLAT CEILING H z A.F. F. o N a c Z w N J 04 LIGHTATTIC STORAGE w _ -- I I a I I of U I . I z ' I I I C I w � � F I I I w I O I pp 1 7'-83/4' LL IL _j I U) I a I I I 16070 / OHGD 19'-0" 42" HIGH WALL W/ C.M. SILL > AND TEMPERED GLASS U) w w O N 2 U) U) w w 0 Lo N 2 co 8'-1" NON -BEARING WALL & HEADER w N m PORT ST LuciF- R tI S. INC. E3PROP I io 201 SW PORT Si LUCIf BLVD., SUITf 103, PORT Si LUCIf, fLORIDA 34983 a ELEVATION TOP SCALE: 311ro" = 1'-0" PROJECT NAME PROPOSED HERNANDEZ RESIDENCE PROJECT ADDRESS 5802 BIRCH DRIVE FT. PIERCE, FL 34982 SHEET TITLE FLOOR PLAN PAGE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 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 0 INSULATION r:- 1/2" DRYWALL @ CEILING (TYPICAL) (1 ROW) **** 2" X 6" PRE -PRIMED =:! 8" X 8" BEAM BILK. SPRUCE FASCIA _',�:_ W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL VENTED 8" PRECAST LINTELS STUCCO SOFFIT -= W/ (1) # 5 BAR FOR ALL (SEE DETAIL) DOOR AND WINDOW OPENINGS & FILLED W/ 3000 PSI CONCRETE STUCCO FINISH — 1"X 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL VERTICAL REBAR TIED TO DOWEL INSULATION & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. 1/2" DRYWALL (TYPICAL) VERTICAL DOWELS w/ 30" LAP SPLICE _ 8" CONCRETE BLOCKS FROM FOOTER r WOOD BASE BOARDS SEE FOUNDATION PLAN FOR SIZE &SPACING p 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH 0'-0" TOP OF SLAB GRADE 4" e a a..,o a a a a - o D c a• 'o e a e 04 / 23 / 2021 SCALE 1 /4" = V-0" [DATE GARAGE SIDE RIGHT EXPOSURE: 160C MODEL: BEDFORD JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 Rol O O J LL �p ow 2 -' U) Z 00 LL 2 O 0' LL TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE **' PROVIDE 2 ROWS OF BEAM BLOCK FOR WALLS OVER 8'-1" HIGH PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL BEDFORD GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 49'4"X47'-8" AREA TABULATIONS LIVING AREA 1535 SQUARE FEET 2 CAR GARAGE 390 SQUARE FEET COVERED ENTRY 22 SQUARE FEET BACK PORCH 126 SQUARE FEET TOTAL FOOTPRINT 2073 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME: 14,793.28 SQ. FT. SOFFIT DETAIL NO SCALE 2" X 6" PRIMED & PAINTED R/S SPRUCE VENTED SOFFIT 5" X 22" SCREENED VENTS 72" O.C. ;TUCCO OVER WIRE LATH w/ 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) A101 6' L.F. RIDGEVENT OPENING I.D._ _ _ _ RIDGE HT_ +/- 18'- C-1 - I �+ 12 1 16 12 OPENING I.D. 17 LF RIDGEVENT 6 D-1 12 DIMENSIONAL ROOF SHINGLES +13'-3" M.R.6 17 FT RIDGE VENT /- H. --- _ BEARING HT. 10'-1" STUCCO FINISH 8" FRIEZE BANDS 6" STUCCO BAND 4" STUCCO BAND o BEARING HT. 8'4 � BRG. HT. 8'-1" BRG. HT. 8'-l" (TYPICAL) N (TYPICAL) (TYPICAL) - - - - - - - - - - - - - - - - 12" B--- 7'- - O.H. w ������ w z ® OPENING I.D. OPENING I.D. OPENING I.D. W E 11 08 � O 4" STUCCO BAND 4 3 E o (TYPICAL) p 8 STUCCO FINISH STUCCO FINISH FIzo NISHED FLOOR 0'-0" F.F.E. 0'-O" F.F.E. 0'-0" OPENING I.D. NOTE: 01 FRONT ELEVATION OPENING I.D. OPENING I.D. B-1 02 LEFT E L EVAT I O N ONALL STUCCO BANDS & SCALE: 1/4" = l'-0" 1 I RETURNS SUCH AS WINDOWS, 3 I 3 I OPENING 1.6pDOORS, GARAGE DOORS, SCALE: 1/4" = l'-0" OPENING I.D. D AND ENTRY 31 BRG HT 8'-1" BRG. HT. T-1" F.F.E. 0'-0" 03 REAR ELEVATION SCALE: 1/4" = l'-0" 6' L.F. RIDGEVENT CALCULATE ATTIC VENTILATION CEILING = 2073 SQUARE FEET 2073 / 300 = 6.91 REQUIRED VENTILATION 205 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 31.3194 SQ. FT. / 2 = 15.7 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 15.7 SQUARE FEET > 6.9 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS (CD 72" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6.91 X 40% = 2.764 SQ. FT. OF RIDGE VENT 6.91 X 50% = 3.455 SQ. FT. OF RIDGE VENT RIDGE VENT 23' LINEAR FEET OF COOL RIDGE VENT PROVIDE 23 LF OF RIDGE VENT BRG. HT. 8'-1" BRG. HT. 8'-1" BRG. HT. 8'-1" BRG. HT. 7'-1" F.F.E. 0'-0" F. F. E . 0'-0" I I I F.F.E. 0'-0" POR1 S1 LUCID PROP�RII�S. INC. IW o 201 SW PORT Si LUCIE BLVD., SUIT[ 103, PORT Si LUCII, fLORIDA 34983 a 04 RIGHT ELEVATION SCALE: 1/4" = l'-0" PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL BEDFORD GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 49'-1 "X 47'-8" AREA TABULATIONS LIVING AREA 1535 SQUARE FEET 2 CAR GARAGE 390 SQUARE FEET COVERED ENTRY 22 SQUARE FEET BACK PORCH 126 SQUARE FEET TOTAL FOOTPRINT 2073 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME: 14, 793.28 SQ. FT. PROJECT NAME : PROPOSED HERNANDEZ RESIDENCE PROJECT ADDRESS : 5802 BIRCH DRIVE FT. PIERCE, FL 34982 SHEET TITLE ELEVATIONS PAGE ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. U OPENING AREA A INTERIOR ZONE zi� END ZONE (NOTE #1) � IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE r Q 10 +35.5 PSF -38.5 PSF +35.5 PSF -47.6 PSF A 15 +35.4 PSF -38.5 PSF +35.4 PSF -47.4 PSF A 20 +35.3 PSF -38.4 PSF +35.3 PSF -47.2 PSF A 25 +35.3 PSF -38.3 PSF +35.3 PSF -47.0 PSF ZL 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 A 40 +35.0 PSF -38.0 PSF +35.0 PSF -46.5 PSF 8 110 N/A N/A +30.1 PSF -33.6 PSF 1. DESIGN PRESSURES PER ASCE 7-16 Li F- ° EXPOSURE 160-C DATE : 04 / 23 / 2021 SCALE 1/4" = l'-0" GARAGE SIDE RIGHT EXPOSURE: 160C MODEL: BEDFORD JOB NUMBER : ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 F. W W I En Al 02 ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET 3-WAY SWITCH $3 SD/CO DETECTOR SD GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES PUSH BUTTON o ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/G I SERVICE PANEL 0 110V OUTLET 220V OUTLET (p SERVICE METER LIGHT FIXTURE \/ CEILING FAN 4-PLEX OUTLET P WALL MOUNTED O SWITCHED OUTLET LIGHT FIXTURE LIGHT FIXTURE 1 P SPECIAL PURPOSE ® w/PULL SWITCH CEILING FAN w/LIGHT JUNCTION BOX 0 RECESSED LIGHT A/C DISCONNECT VAPOR PROOF O PHONE OUTLET T RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET c DISK LIGHT �D� 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 NFPA 72 � I ,. h. 1. 220V Q DISC, P/GFI PORT ST Lucif PROP RTI So INC. 13Ll o rc 201 SW PORT Si LUCIE BLVD., SUITf 103, PORT ST LUCIE, fLORIDA 34983 a ELECTRICAL PLAN SCALE: 1 /4" = V-0" 3#1/0CUIN2"C ELECT. SERVICE "E P" 150 120/240V 2 1,& MBR 150A MLO 3#1/0,#6,2"C # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE PROJECT NAME : PROPOSED HERNANDEZ RESIDENCE PROJECT ADDRESS : 5802 BIRCH DRIVE FT. PIERCE, FL 34982 SHEET TITLE ELECTRICAL PAGE ELECTRICAL LOAD CALCULATIONS PER NEC 1 1535 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4605 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: 39805 VA FIRST 10 KW @ 100% REMAINDER (@ 40% TOTAL: A/C HEAT (aD 100% TOTAL: 31922.0 = 133.008 AMPS USE 150 AMP SERVICE. 240 10000 11922.0 21922.0 10000 31922.0 VA DATE : 04 / 23 / 2021 SCALE 1 /4" = V-0" GARAGE SIDE RIGHT EXPOSURE 160C MODEL: BEDFORD JOB NUMBER 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% 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. ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 Al 03 47'-8" 16'-0" 17'-0" 14'-8" 6-5" 4'-5" 3'-10" 5' 1" 3'-1" 1 -3'/z" 3'-10" 1'-3'/2' 5'-2" 4'-4" 4'4" H S4' BIBB 4" THICK (2500 PSI) CONCRETE SLAB 4'-0" w/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN ■ ■ COMPACTED CHEMICALLY TREATED FILL N (i LL rt ■ IN ■ IN ■ rF=== ■ PRECAST LINTEL ■ IN IN IN IN IT-0" iv RECESS SLAB 3-1/2" w w BELOW FINISH FLOOR x C7 '2•• 'n 7 -0 Lu 0 w LL N N O F 6 ° io F9 04_j CO TG ■ FTG 8' 10" 1" ■ ■ 3-1/2" STEP IN WEI 10 ■ I ■ Wc) 40 N THICKENED v �? EDGES � N Y 8'-10s/e" TILED SHOWER LL LL LL (RECESS 3-1/2") ■ ■ 10'-0" 12'-7'/z" o NOTE: M CO RUN ELECTRIC F 9 TO ISLAND FTG ■ ■ 0 "' FTG ■ 4" THICK (2500 PSI) CONCRETE SLAB w/ FIBERMESH OR 67 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN IN COMPACTED CHEMICALLY TREATED FILL 0 17 4" THICK (2500 PSI) CONCRETE SLAB ■ `l' v U-0" w/ FIBERMESH OR 67 6" 10/10 WWM TUB/ SHOWER TOP OF SLAB OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL ih ■ "' 5'-105/8" 7'-2'/a" N O FTG 11 w W ■ T-6' ° RECESS SLAB 3-1/2" BELOW FINISH FLOOR — -------------- `� M AHU `Al DERGROUND WH ' --------- ---3 B PLUMBER °o �p '-2 4' ch 5'-10" ■ AIN EGRESS" ■ IN STEP ■ ■ F 6 x PROTECTIC N A. COND. in FTG W POST v o N O m ■ M N J W 7 U ■ 4'-1'/2' of F_g ■ ■ ■ ■ ■ Q w U v � rl FTG ov ■ 5'/<° W F-10 FTG °Q 5'/4" cr> ■ ' i+> F 1 V-10" T-10" T-10" 1'-10" 5'-0" c=i ■ FTG L RECESS SLAB 3-1/2" ■ F-3 0 0 o BELOW FINISH FLOOR ELECT.PANELm ■ FTG N ( ) a 4" THICK (2500 PSI) CONCRETE SLAB c w/ FIBERMESH OR 6"/ 6" 10/10 WWM v iv } v m o C7 OVER VAPOR BARRIER CLEAN F LL LL o ? COMPACTED CHEMICALLY TREATED FILL J ------ -------------------------------------, — m v U W ■ U) w H 0 — ■ ■ M _ MINI ■ ■ ■ CURB HEIGHT VARIES M 0 IN I AROUND EDGE 4'-0" w I 1 7'-83/4 ' I CL' JLU - m O O rn 4'-3" T-10" 4'-3" En LL m 0 �w ■ ■ O ■ j J J qml ol _ 12'4" 11'4" 5'-0" V-2" 16'4" 1' 2" 0 28'-8" F-9 47'-8" FTG ■ FOUNDATION PLAN - SCALE: 1 /4" = 1'-0" PORT ST LuciL3PROP RtI S. INC. I f l io 201 SW PORT Si LUCIf BLVD., SUITf 103, PORT Si WCIf, fLORIDA34983 a Z u #5 REBAR FINISH FLOOR CONCRETE SLAB O M 4„ CONCRETE SLAB ° II F. FLOOR FINISH GRADE CD Hh Elr ULU wpi z 16„ (2) # 5 REBAR 4„ (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS Zv 16" 3" COVER MIMIMUM. r BEARING FOOTING F2 INTERIOR NON-BRG. FTG. F 1 SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = 1'-0" #5 REBAR Z r 7-5/8" CURB Z II O —#5 REBAR CONCRETE SLAB FINISH GRADE 4 °. M �M CONCRETE SLAB -JIr. CONCRETE SLAB F. FLOOR lid /° i —. — r � (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. 4„ (2) # 5 MINIMUM CONTINUOUS, 4„ 16" 3" COVER MIMIMUM. CURB SECTION EXTERIOR STEP F3 SCALE. 1/2 - 1 SCALE: 1 /2" = 1'-0" GRADE O r #5CC 4" THICK C w/ 6" X 6" V # 5 BAR INTO SLAB AT 4' O.0 PROJECT NAME : PROPOSED HERNANDEZ RESIDENCE PROJECT ADDRESS : 5802 BIRCH DRIVE FT. PIERCE, FL 34982 SHEET TITLE FOUNDATION PAGE G u 0 #5 REBAR CURB II RECESS @ SHOWER VARIES FINISH FLOOR 16" (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. SHOWER/CURB/RECESS SECTION SCALE: 1/2" = 1'-0" # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH CURB HEIGHT VARIES (2) # 5 BARS CONTINUOUS AT 12" O.C. VERTICAL Z_ - FINISH GRADE 2L tf T I 'I * T[ 5­1 ___— (3000 PSI) CONCRETE SPREAD FOOTING Eli (2) # 5 BARS CONTINUOUS 16" TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE DATE : 04 / 23 / 2021 SCALE 1 /4" = 1'-01, GARAGE SIDE RIGHT EXPOSURE: 160C MODEL: BEDFORD JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL ° ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH !) # 5 BARS CONTINUOUS AT 12" O.C. VERTICAL FINISH GRADE ( "SEE ELEVATION PLAN") (3000 PSI) CONCRETE SPREAD FOOTING !) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE Al 04 d7'-R" 7 V N cM N PORT ST LUCIf PROP RTI S, INC.F. cl 201 SW PORT Si LUCIE BLVD., SUITf 103, PORT ST LUCIE, fLORIDA 34983 �a N CM Eo N in FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1 /2" CLEAR J C.M.U. ~ J U a a o g GROUT Lo O Lo z • FIELD ADDED #5 REBAR @ BOTTOM (MIN. (1) REQUIRED) 7 5/8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 81, (VARIES) NOMINAL WIDTH uo 8F24 F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 REBAR @ TOP NOMINAL HEIGHT uo 8F20 CROSS SECTIONS A1f1TC - TYPE DESIGNATION CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD O 16070 OHG DOOR 192" X 84" 84" 8'-1" 17'-4" 8F17-1B/lT 950 250 404 150 O 3068 OUT 41-1/2" X 84" 84" 10'-1" 4'-6" 8RF6-OB/lT 1596 100 867 100 SWING DOOR 2A FIXED GLASS TRANSOM 41-1/2" X 17" 109" 10 -1 11 4'-6" 8F12-1B/lT 4375 700 1940 350 O3 SH-25 38" X 63" 81" 10'-1" 4'-6" 8F8-OB/1T 1969 100 1207 100 3A FIXED GLASS TRANSOM 38" X 20" 109" 10'-1" 4'-6" 8F12-1B/lT 4375 600 1940 350 ® SH-25 38" X 63" 81" 10'-1" 4'-6" 8F8-OB/1T 1969 100 1207 100 4A FIXED GLASS 36" X 20" 1091, 10'-1" 4'-6" 8F12-1 B/lT 4375 850 1940 400 TRANSOM 0 SH-25 38" X 63" 81" 8,-11. 4'-6" 8F16-1B/lT 6113 250 2724 150 © SH-1-134 27-1/2" X 50-5/8" 81" 8'-l" T-6" 8F16-1B/lT 6113 200 3547 100 O7 SH-23 38" X 38-5/8" 81" 8'-l" 4'-0" 8F16-1B/lT 6113 750 3079 400 ® 8068 98" X 79" 79" 8'-1" 9'-8" (R) 8RF14-1 B/1T 1568 800 931 350 S.G.D. 09 SH-23 38" X 38-5/8" 73" T-1" 4'-0" 8F12-1B/lT 4605 200 2192 100 10 SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1 B/1T 6113 250 2724 100 11 SH-25 38" X 63" 81" 81-111 4'-6" 8F16-1 B/1T 6113 250 2724 100 L-1 OPENING AT COVERED PORCH 80" 1 19'-4" 8F16-1 B/1T 750 200 347 100 TOP O8'-F BEAM PROJECT NAME : PROPOSED HERNANDEZ RESIDENCE PROJECT ADDRESS : 5802 BIRCH DRIVE FT. PIERCE, FL 34982 SHEET TITLE BLOCK & LINTEL PAGE DATE : 04 / 23 / 2021 SCALE 1 /4" = V-0" GARAGE SIDE RIGHT EXPOSURE 160C MODEL: BEDFORD JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 Al 05 Level 1 30"W x 32'H Pantry SU'W x 69, 10x10 171 &n 12x12 1 Kitchen Living Room 10x10 2'2"W x 4'2"H �I 12x8 / 210cfm 80 CFM 4" Duct 4 Exhaust Vent - SIB] 12x12 210 cfrn 77 Cfm 30"Wx 17H Bed 2 30"W x sz' FTW x 52'H 30'W x C8 H 30"W x 1'3' H 3'0 W x 17H 30"W x 52'H:1 Job #: 1480 Performed by Chris Bateman for: Hernandez Residence 5802 Birch Dr Ft. Pierce, FL 34982 9070T�'ic3��l:�l Master Bath 6" 12 x 12 201 cfm 12x12 12" 219 CfM Ma er Bed 16" Garage DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHERAP PROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com 120 CFM 6" Duct 6"Exhaust Ve nt i 3U'Wx5'2'H 30"W x 52'H Mines)" Scale: 1 : 107 Page 1 Right -Suite® Universal 2021 21.0.06 RSU29066 2021-Apr-28 14:19:18 HVAC\5802 Birch Dr PSL Prop.rup PORT ST LUCII PROP RTI S, INC. o 201 SW PORT ST LUCIE BLVD., SUITf 103, PORTSILUCII, fLORIDA34983 a 9 PLUMBING RISER NO SCALE PROJECT NAME : PROPOSED HERNANDEZ RESIDENCE PROJECT ADDRESS : 5802 BIRCH DRIVE FT. PIERCE, FL 34982 SHEET TITLE HVAC PAGE 2" VTR PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-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 3/4' 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, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. DATE : 04 / 23 / 2021 SCALE 1 /4" = 1'-01, GARAGE SIDE RIGHT EXPOSURE: 160C MODEL: BEDFORD JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL c ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 n"i nn r)AIr% Mr)n r L PORT ST LUCIf PROP RTI S, INC. o 201 SW PORT Si LUCIE BLVD., SUITf 103, POR1 S1 LUfIE, fLORIDA34983 a ST BRG. PROJECT NAME : PROPOSED HERNANDEZ RESIDENCE PROJECT ADDRESS : 5802 BIRCH DRIVE FT. PIERCE, FL 34982 SHEET TITLE TRUSS LAYOUT PAGE TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS 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: HERNANDEZ RES. TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 05 / 22 / 2021 CUT -SHEET DATE: 05 / 25 / 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A11 1ST 1594 (1) HETA 20 1810 (8) 16d Cl 1ST & 2ND 2169 (2) HETA 20 2500 (12) 16d D1 1ST & 2ND 2353 (2) HETA 20 2000 (12) 16d G1 1ST &2ND 1880 (1)HETA 20 1810 (8)16d GABLE ENDS CONT. 267 # PLF () HETA 20 1810 (9) 10d X 1-1/2" 1 STRAP AT EACH END AND 24" O. C. VALLEYS CONT. 100 # PLF () MTS 16 1000 (14) 10d X 1-1/2" 1 STRAP AT EACH END AND 24" O.C. ALL OTHERS AT CBS BEARING EACH <1800 # (1) HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING ALL OTHERS ATFRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING 1O VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO SUPPORTING TRUSS AND (3) # 9 SD X 1-112" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX. DATE : 04 / 23 / 2021 SCALE 1 /4" = V-0" GARAGE SIDE RIGHT EXPOSURE 160C MODEL: BEDFORD JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 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 Al 07 CD z z W d O ry O O r` 06" 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 NO SCALE (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) MATT MIC1I II ATif"%Kl 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 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 ;L �E (TYPICAL GENERIC ROOF PLAN" PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1T NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE ( NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE 0 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD EAVE I ^ I k� 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. PORT ST LUCID PROP�RII�S, INC.10.o 201 SW PORT Si LUCIE BLVD., SUIT[ 103, PORT Si LUCII, fLORIDA 34983 CEILING PER PLAN 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSS BACK P.T. 2" X 8" CONTINUOUS WITH 1/2" " J " BOLT OR 1/2" X 5-1/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS GABLE PROJECT NAME : PROPOSED HERNANDEZ RESIDENCE PROJECT ADDRESS : 5802 BIRCH DRIVE FT. PIERCE, FL 34982 SHEET TITLE DETAILS PAGE DETAIL 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 211X4" "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. GABLE END TRUSS 16d COMMON NAILS @ 12" O.C. STRAP GABLE END TRUSS WITH "SIMPSON" HETA 20 AT 48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS TRUSS VERTICAL WEB REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. DATE : 04 / 23 / 2021 SCALE 1 /4" = V-0" GARAGE SIDE RIGHT EXPOSURE: 160C MODEL: BEDFORD JOB NUMBER # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN FILLED CELL CONTINUOUS TO FOOTINGS. CORNER BAR # 5 HORIZ REINF. TYP CORNER BAR' BLOCK TRANSITION ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 NO SCALE F. W W I En CMU W, (SEE WE CORRO: PER b APPLY PE BETWEE (SEE V\ 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 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL NO SCALE KInTP TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. A Intl 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 /811 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 CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS p�r[iZ�7���71f•I 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 p w 0 M3 OR S1 LUCID PROPRIIS, INC 201 SW PORT Si LUCIf BLVD., SUITI 103, PORT Si LUCII, fLORIDA 34983 a 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) EXTERIOR DOOR BUCK DETAIL NO SCALE MnTF TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCT APPROVAL 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 CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2" X 6" P. T. RIPPED DOWN TO 2 X 4-118" P. T. w/ 3116" TAPCONS 1-114" MIN. EMB. 4112" O.C. w/# 10 SCREWS, PER PRODUCT APPROVAL. 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. 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 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 SILL AS 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. PROJECT NAME PROPOSED HERNANDEZ RESIDENCE PROJECT ADDRESS : 5802 BIRCH DRIVE FT. PIERCE, FL 34982 SHEET TITLE DETAILS PAGE DATE 04 / 23 / 2021 SCALE 1 /4" = 1'-01, GARAGE SIDE RIGHT EXPOSURE 160C MODEL: BEDFORD JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 Al 09