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HomeMy WebLinkAboutAPPROVED FDOH Floor PlanPLAN SHEET INDEX SHEET A100 COVER SHEET SHEETA101 FLOOR PLAN SHEET A102 ELEVATIONS SHEET A103 ELECTRICAL SHEETA104 FOUNDATION SHEET A105 BLOCK & TIE BEAM SHEET A106 HVAC & PLUMB. SHEET A107 TRUSSLAYOUT SHEET A108 DETAILS SHEET A109 DETAILS SHEET A110 N/A SHEET A111 N/A PLAN SHEET INDEX ROPOSED KEY LARGO SPEC 40• BIRCH DR., FORT4•• THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. CONSTRUCTION BY 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` ., .s; PROJECT NAME: PROPOSED SPEC HOME OCCUPANCY TYPE: R s7REETADDRESS : 5406 BIRCH DR., FORT PIERCE, FL 34982 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 IALSO 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 : 1-11 X III _ IV _ EXPOSURE CATEGORY: B — C X D _ 4. DESIGN WIND VELOCITY: 160 MPH 124 ASO NZA 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: + 26.6 ZONE 2: + 26,6 ZONE 3: + 26.6 ZONE 4: + 35,6 ZONE 5: + 35.6 GARAGE : + 3013 47.8 6548 9041 38,7 471 -3740 7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD : .5PSF ROOF/LIVE: 20 PSF BALCONY • NIA PSF DOCK: NIA PSF DECK : NZA PSF STAIRS : NSA PSF FENCE: NIA PSF RAILING • NZA 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: PAUL WELCH., P.E. CERT,# & COi CERT. AUTH, 29945 DESIGN FIRM: PAUL WELCH INC. DATE : ADDRESS: 1984 SW. BILTMORE ST. PSL FL, 34984 Digitally signed by Paul Welch *1{ Mlo,2994.5 Ich .bate: 2021.10.28 ,ilkm a '� STAGE Ef' 15:37:14 04'00' Sl}NAI Mj J MM01!A M VJ I 1 !3 !1 3 1 k VA A im m PAUL WELCH INC. PAUL WELCH, P.E. REG. 29945 1�_vrr.r�•lcl�rvc•�� A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 81'-S"X 57'-0" AREA TABULATIONS LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 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 AREAVOLUME : 14,793,28 SQ, FT. PLANNING &DEVELOPMENT SERVICES DEPARTMENT. — ST LUCIE COUNTY, FLORIDA BUILDING&REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT , BUILDING PERMIT NUMBER: OWNERS NAME : PROP SPEC HOME APPLICANT: PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OPATTACHMENT DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER 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" 118" O.C. WINDOWS N/A N/A N/A [EEN/A N/A N/A N/A MULLIONS N/A BLOCK GLASS NIA N/A N/A N/A N/A NIA N/A SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A 417 SLIDING GLASS DOORS SEE ELEVATIONS MI WINDOWS & DOORS 120 / 130 / 140 FL # 22401.3 IMPACT (z ROWS)ON XT6"If MIN, EMBED TAPCONS AT 6" If r SWING TYPE DOORS N/A LN/A N/A N/A N/A N/A NIA FRENCH DOORS SEE ELEVATIONS THERMA-TRU SMOOTH STAR FL # 20468,9 IMPACT AND 3" 8 7III " EACH S E OF MEETING POW TOP AND BIN, EMBED TAPCONS AT 6`114" OTTOM GArl RAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 NIA 5/16" X 1418" MIN. EMBED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A OF VENTILATION N/A N/A N/A N/A N/A N/A UNDERLAYMENT N/A N/A POLYGLASS USA, INC. POLYSTICK FL# 5259.1 N/%� TU PLUS APPLY POLYGLASS TU PLUS DIRECTLY TO THE ROOF DECK, DO NOT APPLY TO SHINGLES OR OTHER ROOF COVERINGS, START AT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE, CUT THE POLYSTICK TU PLUS TO A SUITABLE, '�. '', WORKABLE LENGTH, OVERLAP SEAMS 3"MIN. AMD ENDLAPS B"MIN. PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY. FIRM, EVEN PRESSURE '. FROM THE CENTER TO THE EDGES. REMOVE THE BACKING FROM THE REMAINING HALF OF THE ROLLANDAPPLY PRESSURE GULF COAST FL # 33818.1 PANEL FASTENER #9 15 X 1-1/2" WOOD GRIP WITH SEALING ROOFING MATERIALS 65.7 90,1 SUPPLY AND 5 V CRIMP METAL ROOF N/A WASHER IN THE RIB OF THE PANEL, 1/4^ MINIMUM MANUFACTURING PENETRATION THROUGH THE PLYWOOD, ALL FASTENERS TO BE CORROSION RESISTANT, FASTENERS SHALL BE ' I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS INSTALLED IN THE RIB OF THE PANELAT 12" O,C, PARALLELTO STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SLOPE AND 6" O,C, ALL PERIMETER OR ROOF, NAME : PAUL WELCH SR P.E. SIGNATURE: ON PLAN , DESIGN PROFESSIONAL: PAUL WELCH INC. CERTIFICATION NO. 29945 PROJECT t�d'AME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS 5406 BIRCH DR., FORT PIERCE, FL 34982 S H E ET TITLE on COVER PAGE DATE 08/13/2021 GARAGE SIDE LEFT EXPOSURE 160C MODEL MAUI CUST. JOB NUMBER GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT, SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES, 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS, 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 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 W EATHERSTRIPPED 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 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, ADDITIONAL NOTES 1) INTERIOR TO BE %"DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.'/:"THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD ; 0.098" DIAMETER; 1 1/." LONG, ANNULAR -RINGED; 5D COOLER NAIL1 0.086"DIAMETER,LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0,086" DIAMETER, 1 5/8" LONG, 9132" 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, l,PER FRC 702,4,1 & FRC 702.4.2), 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE-OEVELOPED 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 702.241 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 I 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 1/2"SUSPENDED SLABS: 1 '/:" 6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS 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 3/1 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 L MECHANICAL D ELECTRICAL x� � �1c¢,���, ��''„ W CIVILENGINEERING *1 Na 29945 • W A 100 1984 SW BILTMORE ST, SUITE # 114 c i + s PORT SAINT LUCIE, FL 34984 § n, STAGE p r '!' PHONE : (772) 785-9888 ., ,�•�, 3: EMAIL PWELCHINC@AOL.COM ''".,-CIO0 +� HP11 P:HIVt PAUL WELCH P.E. \ / FLORIDA REGISTRATION NO, 29945 /EGRESS BEDROOM #3 4 8'-V FLAT CEILING 0 6068 / BF CLOSET ROD & SHELF uTlurY sLA6 Cli HOSE BIBB BEDROOM #2 8'-1" FLAT CEILING 8'-V BEARING WALL w/DRIP PAN DRAIN LINE 2a'-1o" 16"X8" BLOCK O COLUMN H. BIBB SH-25IEGRESS [] ®. ® ® PRECAST LIMEL ® ® PRECASTLINTEL 1r-1r,° COVERED PORCH 8'-V FLAT CEILING g BEDROOM #4 814"FLAT CEILING � 3arz•sTEP 3'-4" 6'-6" 5'-7'/." 6068 SGD m N N 506E / BF CLOSET DINING ROOM ROD & SHELF N � 8'-1" VAULTEDre m i I m m I i U m N 6 m 0 •li UTILITY RM. t HEADER IiT co 3.12'STEP 20 MIN, FIRE O RATED DOOR wo AHU a8'-1"BEARING W Q a 2"CURB PROTECTION O PROTECTION BEYOND WALL POST u_ r — — -i'0S� — — — -� -.- 'T---------) 72,2.112" X 54" 0' 4ATfIC ACCESS I , (PUUL DN. STAIRS) ELECT. PANEL I -'�---- 3 gI I I 3 z LIGHTATTICSTORAGE I� 0 o ( i N I GARAGE i ®o 1 8'-1" FLAT CEILING ® 0 A.F.F._ ` — — -- ------------ SH-25 ' 1z"x1z" BLOCK COLUM 3/4" FURRING STRIPS AND 1/2" DRYWALL q (TYPICAL) © in i ' o PORT ST LUCIE PROPERTIES , 6'-1" `r COPYRIGHT2021 , KEY LARGO REVISED 1 n FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSTDS# 5(0'5r_aLlaC2t��t Well # WI Date: I �J Oa2. Reviewer. SH-25 /TEMP. P DOUBLE SINK KITCHEN 8'-1"VAULTED 34 HIGH KNEE WALL ... 3611 HIGH_.....,.. BAR 4 16"X16"X8" BLOCK COLUMN SH-1-132 TEMP. -�,171 . M BATH 8'-1" FLAT CEILING we APEX OF VAULT � CLOSET in u' 2668 PKD N FOYER 8'-1" VAULTED 6068/ 1 LITE/IMPACT 3.12'STEP �I �I ENTRY 10'-1"FLAT CEILING ® PRECASTLINTEL 6'-2" GREAT ROOM 8'-1"VAULTED I i I MASTER BEDROOM 8'-1" FLAT CEILING 9'-1" COFFER CEILING I ( 121 I I I I q SOFFIT DETAIL NO SCALE a I 1OL ®® ®SH-25/IGRESS p� Ill ®® PLAN INFORMATION BLOCK COLUMN J A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 81'-8"X 57'-0" 14'-2" AREA TABULATIONS 36'-0" LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 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. 2" X 6" PRIMED &PAINTED R/S SPRUCE i" x 22" SCREENED DENTS AT 72" O.C. TUCCO OVER WIRE LATH 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) PRE-ENGINEERED ROOF TRUSSES 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) — 5V CRIMP METAL ROOF OVER POLY GLASS UNDERLAYMENT FL # 5259A 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 IN 3000 PSI CONC. VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER ( SEE FOUNDATION PLAN 1 l FOR SIZE &SPACING ) 2 '-0' TOP OF SLAB `t' GRADES 4"sa ELEVATION TOP PROJECT NAME DATE : OS/13/2021 ENGINEER PROPOSED KEY LARGO SPEC HOME SCALE : 1/4"=1'-0" PALJL WELCH INC. W PROJECT ADDRESS G A RA C, E SIDE LEFT MECHANICAL o ELECTRICAL 7 CIVIL ENGINEERING O 1984 SW BILTMORE ST, SUITE # 114 5406BIRCH DR.,FORT PIERCE,FL34982 EXPOSURE 160C PORT SAINT LUCIE, FL34984 PHONE: (772) 785-9888 5 H E E T TITLE MODEL : MAUI CUST EMAIL: PWELCHINC@AOL.COM �• FLOOR PLAN PAGE J O B NUMBER : PAUL WELCH P.E. FLORIDA REGISTRATION NO.29945 INSULATION 1/2" DRYWALL @ CEILING (TYPICAL) 'X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL 'PRECAST LINTELS W/ (1) # 5 BAR FOR ALL p DOOR AND WINDOW OPENINGS I�i & FILLED W/ 3000 PSI CONCRETE p e LD 1'X 2" P.T. FURRING STRIPS00 @ 16" O.C. WITH FI-FOIL Z INSULATION UL DRYWALL of (TYPICAL) u- 8' CONCRETE BLOCKS �WOOD BASE BOARDS 4" CONC. SLAB (MIN, PSI) w/ 6 X 6 10/10 WWM ORR FI FIBERMESH A y_d�.n�d_ - — - — - — - — - — — -�- j �i �'" TYPICAL WALL SECTION (CONCRETE BLOCK TEL U-BLOCK CONSTRUCTION) NO SCALE 9r Ha. 29945 '� r � W A 101 3YAPE 6F' f4z` I iL.Kht%11k .ra` m +/- 18'-10" TO RIDGE M.R.H. +/-13'-5" BRG. HT. 8'-1" F.F.E.O'0" _ 12 6� 12 6 OPENING I.D. J 2E 12 �6 OPENIANG I.D. OPENINNI G I.D. OPENIL G I.D. FRONT ELEVATION 01 3E 2 I 2 I SCALE : 1/4" = 1'-0" BRG. HT. 8'-1" _ � _ _ F.F.E. 0'0"_ BRG. HT 8'-1" F.F.E. 0'-0" 02 RIGHT ELEVATION SCALE : 1/4" = 1'-0" BRG. HT 8'-1" _ - _ F.F.E. 0'-0"- 12 12 �6 6� 12 6� 12 . �8 BRG. HT 8'-1" - _ BRG. HT_8'-1"_ BRG. HT. 8'-1"_ _ _ -:, � BRG. HT 8'-1" '"` -,, ,,. '- ..._ (DEFLECTION) OPENNG LD. � OPENH G LD. � OPENIC�NG LD. OPENIFNG LD. OPENIENG LD. +- O OPENING I.D. � OPENING I.D. OPENING I.D. rn 11 � 11 21 21 � 2E 11 21 �� F_F.E_0'_0" - - - - - - - F.F,E. 0'_0"- -F.F.E. 0'-0" - - - - - - - - - - - - - .,. ., ._ 03 REAR ELEVATION SCALE : 1/4" = 1'-0" CALCULATE ATTIC VENTILATION CEILING = 2396 SQUARE FEET 2396 / 150 = 16 REQUIRED VENTILATION 212.0 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 32.39 SO. FT. / 2 = 16.2 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 16.2 SQUARE FEET> 16 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS ar7 72" ON CENTER '' � ' ' ,' t ' , , , r W 'o 1�1� a ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. O OPENING AREA � INTERIOR ZONE Qe END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE Q 10 +35.6 PSF -38.7 PSF +35.6 PSF -47.7 PSF 2Q 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF �3 50 +32.0 PSF -32.OPSF +32.0 PSF -00.2 PSF a0 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF 1. DESIGN PRESSURES PER ASCE 7-16 di Z EXPOSURE 160-C PROJEGT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS 5408 BIRCH DR., FORT PIERCE, FL 34982 SHEET TITLE ELEVATIONS PAGE DATE 08/13/2021 SCALE 1/4"=1'-0" GARAGE SIDE LEFT EXPOSURE 180C MODEL MAUL CUST. JOB NUMBER: 04 LEFT ELEVATION SCALE : 1/4" = 1'-0" ENGINEER L PAUL WELCH INC. ,..>ryj'�C �'�'� (� MECHANICAL o ELECTRICAL � }' � t CIVIL ENGINEERING ?+� Hax99g5 's►', W q 102 1984 SW BILTMORE ST., SUITE # 114 � � '' r� .y PORT SAINT LUCIE, FL 34984 : t sr�Ye �oF' I PHONE : (772) 785.9888 ''�j''ti, k 1" r ..��..w ORY9.. �"� EMAIL: PWELCHINC@AOLCOM ''a"�'�"jyl�� .,.a'`" PAUL WELCH P.E. �dnr,ryu;P�nsN FLORIDA REGISTRATION N0.29945 s0 i GFI - QFbW- '; O o , GFI-- .GRh I I IL u DOUBLE SINK (' w/DISP. A, RANGE J J w/ HOOD REF. APEX OF VAULT \ \ SD SD/CO N t] PROTECTION \ WP/GFI M POST-�,./..-_-J._, , GEN, SWITCH 1 ATTIC ACCESSr i r FPL METER ELECT PANEL DISC. 4= 220V �@ ® I 1 \J 1 I I \J }}uu 1 Lu � U ' r � r r w � � O r r u I I � I I lJ I - - \I \ I � I i r 1 I \ i I ( I � I I I ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT O GFIOUTLET 0 3-WAY SWITCH $3 SD/CO DETECTOR ©D GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $G DOOR CHIMES t� PUSH BUTTON Q ALARM PAD a GARAGE DOOR OPENER WP-GFI OUTLET WP/GFI -b' SERVICE PANEL m 110V OUTLET Qp SERVICE METER C"7 CEILING FAN 220V OUTLET Q� LIGHT FIXTURE \ ` J 4-PLEX OUTLET �}A1 0 WALL MOUNTED �lr x SWITCHED OUTLET LIGHT FIXTURE \ SPECIAL PURPOSE ® LIGHT FIXTURE \ CEILING FAN w/PULL SWITCH LP/ w/LIGHT JUNCTION BOX O RECESSED LIGHT R A/C DISCONNECT `� VAPOR PROOF P5_ x PHONE OUTLET RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET G 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 NFPA 72 ELECTRICAL LOAD CALCULATIONS PER NEC 1 1799 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5397 VA 2 (2)20AMPAPPLIANCE 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: 40597 VA FIRST 10 KW @ 100% REMAINDER as 40% TOTAL : A/C HEAT @ 100% TOTAL : 32238.8 = 134.33 AMPS USE 150 AMP SERVICE. 240 10000 12238.8 22238,8 10000 ' 32238.8 VA 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•ERACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUITARC•FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND•FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 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. PROJECT iVAME U PROPOSED KEY LARGO SPEC HOME 7 PROJECT ADDRESS : O 5406 BIRCH DR., FORT PIERCE, FL 34982 SHEET TITLE 0. ELECTRICAL PAGE DATE 10/18/2021 GARAGE SIDE LEFT EXPOSURE 160C M D E L MAUI CUST. JOB NUMBER: 3 # 1/0 IN 2" C ELECT. SERVICE "EP" 150 120/24DV O 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 ENGINEER 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 N0.29945 t� ao,xg9as a,. _ W A 103 g 5744E 17F 71 z I U) 1611X8" 161fX1611X8" BLOCK BLOCK COLUMN COLUMN H. BIBS © ® ® © CI PRECASTLI/JTEL ® ® PRECASTLINTEL © I le,oIr q ` RECESS SLAB 3-t/2" I u. LL u. W LL BELOW FINISH FLOOR N 4" THICK (3000 PSI) CONCRETE SLAB O 4TG � y w/ FIBERMESH OR 61/ 6" W IMIIII t0l10 W M I "` OVER VAPOR BARRIER ON CLEAN I c' F-1 COMPACTED CHEMICALLY TREATED FILL I FTG 0 o I+ it a' 6'-10" 3'-11'/:" 3'-10" 5'-8'/a" © Fj'rj © 3-7k'STEP '.I HOSF2�b43B II 1 TILED SHOWER 11 I I U (RECESS 31112") 11 v O F-9 FTG I` —VTR®_ 5 2"WALLl O'9( 4" THICK (3000 PSI) CONCRETE SLAB 0 8',l" BEARING WALL w/ FIBERMESH OR 6"! 6" 10/10 WWM M AND HEADER W OVER VAPOR BARRIER ON CLEAN o COMPACTED CHEMICALLY TREATED FILL F-9 G o 17'-2" a w CO �n O 0'-0" Y LL TOP OF SLAB M q IAHU I II S-iQ'STEP ) I 2 8'-1"BEARING WALL 4 A/C CHASE _ _ —'_ 1 L) O A `r O�BYPLUMBER 2" CURB 11 O PROTECTION BEYOND WALL m'UTILITY 9LAB— M POST 1 F-5 m v �om 8-3 1 FTG F-9 O cm') FPL METER m I I TG X x E ECT. PANEL ( I MOT v O I O it zZ czi 4 El I I LL v ��r� �� 171 %" I I- c4 c7 O 0�rt r II �^ m `? m E Z a U 10 0 o MAIN'EGR©ESS IImIIIIIIIIm,IFTG N N N 0 ® ® ® D OR ® ® ®'. 5-12'STEP F-1 O' CO I LL FTG LL r x 4" L I 4 m. q a0 �p CL �' 3i N IS ® O ®, F 3 BLOCK OLUMN _ • BLOCK COLU N g ; fOOTER F-1 g ElG El ' CURB HEIGHT VARIES AROUND RECESS SLAB 3-112" n PERIMETER OF GARAGE BELOW FINISH FLOOR 3'-10" 5'-2" TAW 5'-2" w HOSE BIBB {—m O O " U , U , OF ' n TAY' 1'-6'/2" 6'-11" 1'-6%" 6'A"ell 11-41.1y 0FTG U- � 16'-8" a #5CC 4" THICK C� w/ FIBEI # 5 BAR INTO SLAB AT 4' O.0 r 0 PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : 5406 BIRCH DR., FORT PIERCE, FL 34982 SHEET TITLE so FOUNDATION PAGE Z II #5 REBAR M 4n F.FLOOR CONCRETE SLAB . 3RADE 0 - — co Z °= (2) # 5 MINIMUM CONTINUOUS, CV 16" 3" COVER MIMIMUM. F1 BEARING FOOTING SCALE: 1/2" = 1'4" �� #5REBAR Z_ 1 7-5/8" CURB 0 M CONCRETE SLAB 4" FINISH GRADE 1 °.'. 164(2) # 5 MINIMUM CONTINUOUS, 16"3" COVER MIMIMUM, 4" F3 CURB SECTION SCALE: 1/2" = 1'-0" #5 REBAR FINISHED FLOOR ONCRETE SLAB CD = M CONCRETE SLAB CONCRETE SLAB M — — — F. FLOOR 7 7 0 to �` co — 16" 4' co (2) # 3M COVER MIMIMUM CONTINUOUS, 16" (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM, F6 EXTERIOR STEP F5 INTERIOR BRG. FTG" (STEP) SCALE: 1/2" = 1'-0" SCALE: 1/2" = 114" # 6 REBAR WITH 30"MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FIlLEO CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH CURB HEIGHT VARIES (2) # 6 BARS CONTINUOUS AT 12" O.C. VERTICAL FINISH GRADE (3000 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE DATE 10/18/2021 GARAGE SIDE LEFT EXP05URE 160C MODEL MAUI CUST. JOB NUMBER: # 5REBAR WITH 30"MIN. LAP SPLICE # b VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH !) # 6 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 MECHANICAL a ELECTRICAL CIVIL ENGINEERING 1904 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 *� Na.28945 ; t s W A 104 ..a'4 S7aPE CfF' : �tT •,, a`�y" ,1bR14 ,� yTll}F%h4 c ------------ 1 i 1 I � i 20 L4I 8„ 6'-2" 4'-51/:" 3'-2" 6'I I I � 1 i f O l I 1 21-31/2" T-11/,,, 1 > O ' O 1 > 1 1 N 1 , ' 1 1 ' 1 8'-1" BRG, WALL W/HEADER A60VE 1 3-12'STEP I I IN II ; ' N J � 1 1 1 C7 el II 1 1 � 1 1 � t 1 i % e 3.72'S7EP , N` 1 s e ------------------------*-----------------------, 1 i �L-3 i L_2i 1 M i PA T 1 1 I L�1 1 1 t — — — — — — — — Ir' `.� i1 1 1 •-- ---------------...... ---- ---------------- --• , 1 1 6'-1" 101.0 6,-1" 14,_2„ -- - - - - , o 1 1 1 1'-7" 161-0" 1'-7" 1'-5%" 3141 3'-10" 5041 30-10" 3141 6'-111/:" 314$ 514' �■�"i "'. 111rS:] CROSS SECTIONS NOTE CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE casrcRETELINTE� (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 19211 X 8411 84" 8'-1" 17'-411 8F16-1B/1T 950 200 404 100 O SH-25 38" X 6311 B1" 8'-1" 4'-6" 8F16AB/1T 6113 200 2724 100 O3 SH-25 3811 X 6311 81" 8'-1" 41-6" -�8F16-1BMT 6113 200 2724 100 ® SH-25 3811 X 6311 81" 8'-111 4141 8F16AB/1T 6113 200 2724 100 O SH-25 38" X 6311 81" 8'-1" III 8F16-1Bt1T 6113 1150 2724 650 © SH-25 38" X 63" Bill 8'-1" 4'-6" 8F16-1B/1T 6113 800 2724 450 0 6068 S.G.D. 7411 X 7911 79" 8'-1" 7'-6" 8F16-1B/1T 2661 1300 1634 600 ® SH-23 38" X 38-3/8" Bill 81-1" 4141 8F16-1B/1T 6113 2800 2724 1500 O9 SH-H32 26-1/2" X 26" 8111 81-1" 41-611 8F16-1B/1T 6113 550 2724 300 10 SH-25 3811X6311 81" 8'-11' 4'-6" 8F16-1B/1T 6113 100 2724 100 11 SH-25 3811 X 6311 8111 81.111 4'-6" 8F16-1B/1T 6113 550 2724 300 12 6068 FRENCH PATIO DOORS 7411X79" 7911 8141 7'-6" 8RF14AB/1T 2459 550 1462 250 13 SH-25 3811 X 63" 81" 8'-1" 411 8F16-1B/1T 6113 800 2724 450 L-1 OPENING AT COVERED ENTRY g111 8141 9'-4" 8F16-16/1T 1843 250 1133 100 TOP OF BEAM L-2 OPENING AT COVERED ENTRY 81l 8'-1" TOP OF BEAM 4'-fill 8F16-16/1T 6113 250 2724 150 L-3 OPENING AT COVERED ENTRY 8111 mill 4'-6" 8F16-1B/1T 6113 250 2724 150 TOP L a OPENING AT COVERED PORCH 8111 81.1,E 9'-4" 8F16-1 B/1T 1843 200 1133 100 TOP OF BEAM L-5 OPENING AT COVERED PORCH 81" 81.111 10'-fill 8F16-1 B/1T 1533 350 914 750 TOP OF BEAM L-g OPENING AT COVERED PORCH gill TOP FB'EAM 10'-611 8F16-1B/1T 1533 250 914 150 PROJECT NAME DATE : 10/18/2021 ENGINEER C� PROPOSED KEY LARGO SPEC HOME s cAL E � 1t4" = 1'-0" PA U L W E LG H INC. W PROJECT ADDRESS : GARAGE SIDE : LEFT MEC IVILE GINEECTGCAL 7 CIVIL ENGINEERING O 1984 SW BILTMORE ST., SUITE # 114 5406 BIRCH DR., FORT PIERCE, FL34982 EXP05URE : 160C PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 n SHEET TITLE M O D E L: MAUI CUST. EMAIL: PWELCHINC@AOL,COM w� BLOCK &LINTEL PAGE J O 6 N LJ M B E R : PAUL WELCH P.E. A I FLORIDA REGISTRATION NO. 29945 e � j 9 �a1 stagE �' i�r 50 CFM 4"Duct 4"Exhaust Vent 50 CFM 4" Duct 4"Exhaust Vent fm 4��r J Bath Zmm IVA iJ /12x8 132cfm 8x8 18" 12" 50chn Garage 16" DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OFA MINIMUM N0. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHERAPPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE Job #: 1588 Performed by Chris Bateman for: Key Largo Spec Home (LHF) 5406 Birch Dr Fort Pierce, FL34982 12x8 137 ,2x,2 ,3746 cfrn � 8x8 �3cfn Leve11 Kitchen DR 12 x 12 12x12 203cfm 203 cfm 1 17" 7" 9„ 7 7 '\10x10 10x10 177cfm 177cfm Foyer GR Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 ilynne@aircalcs.com 8x8 114 cfm Mn!l Master Bath © r. Hers 5„ 8x8 8" 103cfm f 8x8 y 103 cfm Master Bed 100 CFM 6" Duct 6"Exhaust Vent Scale: 1 :123 Page 1 Right-Suite®Universa12021 21.0.08 RSU29066 2021-AugA 010:20:29 HVAC\5406 Birch Dr PSL Prop.ru p 2" VTR 2" AIL 3" VTR AIL WC PLUMBING RISER NO SCALE 2" STUDDO VENT AIR-� GAP DW KS 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 %" 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, Zn SHOWS L L L 2„ 3° 3" 2" VTR PROJECT NAME DATE : 10/18/2021 ENGINEER PROPOSED KEY LARGO SPEC HOME SCALE � 1/4"=1'-0" PAUL WELCH INC. W PROJECT ADDRESS GARAGE SIDE LEFT CIVVILILENGINEERING MECHGINENEERINECTGCAL NG 0 5406 BIRCH DR., FORT PIERCE, FL 34982 EXPOSURE : 160 C 198PORT SAINTORE LUCIE, FL349 4114 PHONE: (772) 785-9888 S H E ET TITLE : MODEL : MAUI CUST. EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. HVAC PAGE JOB NUMBER : FLORIDA REGISTRATION NO.29945 2" 3" co :� pn.299d5 .=� W A 106 � 2 r +g,4 S7A7E Ei r� e 2 W�p Y� Hatch Legend TRUSS END DETAIL PLUMB CUT OVERHANG 12 6 4-1/2" HEEL HEIGHT 1'-0" OSED KEY LARGO SPEC HOME _5S 2CH DR., FORT PIERCE, FL 34982 TRUSS LAYOUT PAGE TRUSS CONNECTOR SCHEDULE TRUBS NOTES: �)ALLROOFTRUSSESTOBEDESIGNEDBYTRUSSCOMPANY'SENGINEER. 2) CONTRACTOR TO PROVIDE ENGINEER. ,AND BUILDING DEPARTMENT WITH ENGINEERED INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BYTRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITION$ AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS TRUSS DRAW/NGS BEFORE CONTRACTOR: PSL PROPERTIES OWNER: SPEC HOME TRUSSMFGR: BUILDERS FIRST SOURCE LAYOUT DATE: O91 BB / 2021 CUT -SHEET DATE : BB / z1 12021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A9 1ST&3RD 1477 (1)HETA 20 1810 (8)t6d A9 2ND 3000 (1) MGT 3965 - (22) 10d & (1) 5/B"A.e, z a 87 1ST 1239 (1) HETA20 1810 (9) tOd X 1-1/2" 87 2ND 1432 (2) MTS 16 2000 (14) tOd X 1-1/2" G1 1ST 1253 (1) HETA 20 1810 (8) i6d Gi 2ND 1880 (2) HETA 20 2500 (12) 16d VALLEYs CONT. 180 # PLF ()MTS 16 1000 (14) 10d X 1-1/2" �i 1 STRAP AT EACH END AND 24" O. C. ALL OTHERS ATcss BEARING EACH <1800 # (1) HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING AAT �RAMES BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO O SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. O2 USE SIMPSON STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) (1) HDU4 w/(10) SDS 1/4"X 2-1/2" & (1) 5/8"A.B. O2 MAYBE USED IN LIEU ON CONNECTOR SPECIFIED DATE 10/18/2021 GARAGE SIDE LEFT EXPOSURE 160C MODEL MAUI CUST. JOB NUMBER: 1 __ 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) 1l4" X 1-3/4" TITEN, AND (10)10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 #UPLIFT OR MORE, CONSULT ENGINEER FOR t r 140. 33915 i r „ek STAGE G: Z,� r W W N A 107 U Z Z w a O I' O 0 t• /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) H. FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (1614X 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) 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 @ 214" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE a Q W w J Q =L EAVE SIMPSON MTS 16 w/14-10d NAILS PER CONNECTOR SCHEDULE rzirnlr�w cIIrIL.»�� PROVIDE (2) 2"X12" YP HEADER w/FLITCH PLATE GLUED & NAILED 1/2" DRYWALL w/10d NAILS @ 8" O.C. STAGGERED (WALLS & CEILINGS) BOTH SIDES @ DOOR OPENINGS. 1/4" X 3" TAPCONS @ 12" O.C. TO BLOCK WALL OR 1/2" X 5-1/2' NL REDHEADS @ 24" O.C. R-11 INSULATION — NOTE: PROVIDE SIMPSON SPH-4 @TOP & BOTTOM PLATES @ 16" O.C. w/ 10-10d NAILS, r=s 2"X4" STUDS @ 16"O.C. SPH-4 TOP & BOTTOM EACH STUD P.T. 2"X4" BOTTOM PLATE w/ 1/2" DIA. X 12" A.B. @ 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ HURRICANE WASHERS. MONOLITHIC FOOTING w/ (2) #5 BARS CONTINUOUS INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR 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) OR (3) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (2) OR (3) # 5 VERTICAL DOWELS W/ 30" LAP SPLICE FROM FOOTER (SEE FOUNDATION PLAN 1 l FOR SIZE & SPACING FOOTING F-1 12 6� EXTERIOR CEILING TO BE STUCCO OVER WIRELATH W/ 11GA. 2" NAILS wl 3/8" DIA, 8" BEAM BLOCK HEAD @ 6" O.C. OVER # 5 BAR FILLED 3/8" METAL RIB LATH @ 6" (t) Wl # 5 PSI CONCRETE O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH 8" X 8" PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED W13000 PSI CONCRETE STUCCO FINISH 16" X 16" X 8" CONCRETE BLOCK COLUMN OR 8" X 16" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE :SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1Q NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q2 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE (a) NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. ROOF SHEATHING NAILING ZONE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY 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 (1) I15 VERTICAL REBAR TIED TO DOWEL & RUNNING, INTO BEAM BLOCK IN 3000 PSI CONC. (1) If 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER ( SEE FOUNDATION PLAN ` FOR SIZE & SPACING FOOTING F-1 12 6� 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) 16d NAILS EACH END (TYPICAL) 8" X 8" BEAM BLOCK w/(1) #5 BAR CONT IN (3000) PSI CONCRETE EXTERIOR CEILING TO BE STUCCO OVER WIRELATH FRAME w/ 11 GA, 2" NAILS w/ 318" DIA, FRAME TO MATCH BLOCK HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH 8" PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE STUCCO FINISH X 12" CONCRETE BLOCK COLUMN PLAN FRONT PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE n CEILING PER PLAN° ►SS BY TRUSS COMPANY BOSTON HIP DETAIL NO SCALE lot eQA nin" o rrvoinni CEILING PER PLAN 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSS BACK P.T. 2" X 8" CONTINUOUS WITH 1/2" "J " BOLT OR 1/2" X 5-1/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS GABLE END DETAIL NO SCALE pREOROFING /gUN�/DEELRLLASYEMEENpT�/SHEATHING 2"�C 4T'YLPA8DR-FRANfINGIAT-12" INCHES O"C" SOFFIT PER PLAN ALUMINUM DRIP EDGE OVER 1" X 2" P.T. _--2" X 6" PRE -PRIMED SPRUCE FASCIA TRUSS BY TRUSS COMPANY - -- STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING M,AITFLUACW�L NOTE # 13, SHEET Al00 ---ROOFING / UNDERLAYMENT /SHEATHING PER TYPICAL WALL SECTION NOTE: TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. 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" HETA20AT48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS VERTICAL WEB PROJECT NAME DATE : 10/18/2021 ENGINEER El PROPOSED KEY LARGO SPEC HOME SCALE : 1/a"=1'-0" PAUL WELCH INC* y w <,, $QL14 EM5 C+'t W W MECHANICAL o ELECTRICAL r F W 7 PROJECT ADDRESS GARAGE 51DE : LEFT A w 0^ CIVIL ENGINEERING +, l4'a 24945 H I' }v( 1984 SW BILTMORE ST, SUITE # 114 IN O 5406 BIRCH DR., FORT PIERCE, FL 34982 EXPOSURE : 160C PORT SAINT LUCIE, FL 34984 y STAEOF ' PHONE: (772) 785.9888 MODEL MAUICUST. o�"r` SHEET TITLE : EMAIL:PWELCHINC AOL.COM Sj N +n„N1FI�A w , PAUL WELCH P.E. O. DETAILS PAGE JOB NUMBER : FLORIDA REGISTRATION NO.29945 CMU W (SEE W) CORROE PERV APPLY PE BETWEE (SEE VN c S FILLED CELL ATJAMB 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. NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1414" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 3/4" I •i NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED 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 Roil FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. Dig 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. 1414" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : 5406 BIRCH DR., FORT PIERCE, FL 34982 SHEET TITLE DETAILS PAGE MARBLE SILL MORTAR OR GROUT IFAA 11 YATiTIAI ol 91 ql�l- 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 4418" P.T. w/ 3116" TAPCONS 1414" MIN. EMB. 4112"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 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 THEREARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN SUCKAND 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 ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION, 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER, DATE 10/18/2021 SCALE : 1/4"=1',0" GARAGE SIDE LEFT EXPOSURE. 160C MODEL : MAUI CUST. JOB NUMBER: ENGINEER PAUL WELCH INC. I— zAw W MECHANICAL o ELECTRICAL' R shy Eksi C` CIVIL ENGINEERING *178az49,s*= A 109 1984 SW SAINT LU IE, SUITE # 114 3 e E Ur PORT SAINTLUCIE,FL34984 9 � c PHONE: (772) 785-9888 �= T STATE '" ..'S.� to t DR IV )% or,,+. EMAIL: PWELCHINC@AOL.COM ,wr PAUL WELCH P.E. 'rn Uilin' FLORIDA REGISTRATION NO, 29945