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KEY LARGO SPEC FT WALTON PLAN ESS (1) 11-11-21
PROPOSED KEY LARGO SPEC GENERAL NOTES THIS ELECTRONIC SIGNATURE PLAN INFORMATION 1)THE AT JOB S TEA TO R,SUBCONTRACTOR, USPECIFICATIONS,NTCTOR SUPPLIER, ECT.SHALL VERIFY ALL DIMENSIONS,CONDITIONS AND SEAL CERTIFIES ALL ( 10) 7803 FORT WALTO N AVE, FORT PIERCE , FL 34 951 A SINGLE FAMILY RESIDENCE 2)STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. PAGES IN THIS FILE. MODEL CUSTOM 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. GARAGE SIDE RIGHT 4)ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE(FBC)2020, FBC 2020 ELECTRICAL SERVICE OVER HEAD RESIDENTIAL,FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION,AND THE NEC(NFPA 70)2017 EDITION. Digitally signed EXPOSURE 160-C Pau y 5)RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA,AND IN VERY HEAVY TERMITE INFESTATION by Paul Welch PLAN DIMENSIONS 8V-8"X 57'-0" AREA PER FRC 301. Date: 2021 .11 .11 AREA TABULATIONS ENERGY CONSERVATION NOTES Welch LIVING AREA 1799 SQUARE FEET 09:34:54 -05'00' 2 CAR GARAGE 388 SQUARE FEET 1)RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY COVERED ENTRY 45 SQUARE FEET CONSERVATION RESIDENTIAL. BACK PORCH 164 SQUARE FEET 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 TOTAL FOOTPRINT 2396 SQUARE FEET REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED,TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. COPYRIGHT REMAINS THE PROPERTY OF PORT ST 3)THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN LUCIE PROPERTIES INC.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. SHALL VERIFY ALL DIMENSIONS ON SITE. 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. LIVING AREA VOLUME : 14,793.28 SQ. FT. 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. CONSTRUCTION BY ■ PLANS AND ENGINEERING BY . 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. PORT ST LUCIE PROPERTIES PAUL WELCH INC . 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 201 SW PS L B LVD UNIT 103, PAUL WELCH, P. E. REG. 29945 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. PORT ST LUCIE, FLORIDA, 34984 ADDITIONAL NOTES MODEL : (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 WVW ..PSLPROP.COZY/ 1)INTERIOR TO BE'/i'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. PLANNING & DEVELOPMENT SERVICES DEPARTMENT 5)WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE ST LUCIE COUNTY, FLORIDA GREATER THAN200. PLAN SHEET BUILDING & REGULATIONS DIVISION PROJECT NAME: PROPOSED SPEC HOME OCCUPANCY TYPE: R PRODUCT REVIEW AFFIDAVIT 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 INDEX STREETADDRESS: 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 CONSTRUCTION TYPE: v BUILDING PERMIT NUMBER: OWNERS NAME: PROP. SPEC HOME APPLICANT: PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR PERMIT NUMBER: ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. SHEET A100 CERTIFICATION STATEMENT : PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT 7) ASTM C 36,C 79, L4 5YCSUM BOARD 14,C 630,C 931ECIALS 960,CN 002,CE 04O7RC 177,CIES L1178,C CONFORM To COVER SHEET I CERTIFY THAT,TO THE THE BEST OF MY KNOWLEDGE AND BELIEF,THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER 1395,C 136, C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST.LUCIE COUNTY.I ALSO CERTIFY THAT STRUCTURAL ELEMENTS 13 FRC,AND ADHESIVES FOR THE INSTALLATION IN GYPSUM BOARD SHALL CONFORM TO SH EET A101 DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. FLOOR PLAN ASTM C 557 SHEET A102 DESIGN PARAMETERS AND ASSUMPTIONS USED : WINDOWS SEE ELEVATIONS +/-55.0 MI WINDOWS & DOORS 185 SH FL# 17499.1 IMPACT 3/16"X 1-1/4"MIN.EMBED TAPCONS 8)INSULATION MATERIALS, INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR AT 2"/16"O.C. PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ELEVATIONS 1. FLORIDA BUILDING CODE : 2020 EDITION WITH : X SUPPLEMENTS AND ASCE 7 - 16 WINDOWS N/A N/A N/A N/A N/A N/A N/A ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX ELECTRICAL 2. STRUCTURE DESIGNED AS :ENCLOSED : X PARTIALLY ENCLOSED : OPEN BUILDING : MULLIONS N/A NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SHEET A104 3. RISK CATEGORY: 111 X III IV EXPOSURE CATEGORY: B C X D FOUNDATION 160 124 N/A 5' BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A 4. DESIGN WIND VELOCITY: MPH ASD LRFD END ZONE WIDTH : STRUCTURAL NOTES SHEET A105 SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A BLOCK & TIE BEAM 5. MEAN ROOF HEIGHT: 12.2' ROOF PITCH : 6112 PARAPET: NIA FT. 1)DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. SHEET A106 6. COMPONENTS &CLADDING WIND PRESSURES USED : (PSF, BASED ON 10 SQ. FT. @ 10'MRH) 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 2)SOIL BEARING CAPACITY:2000 PSF(MIN.). HVAC & PLUMB. TAPCONS AT 6"/16"O.C. 3)ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS,VERTICAL CELLS,AND COLUMNS SHALL HAVE SHEET A107 ZONE 1: + 26.6 ZONE 2: + 26.6 ZONE 3: + 26.6 ZONE 4: + 35.6 ZONE 5: + 35.6 GARAGE : + 30.3 SWING TYPE DOORS N/A N/A N/A N/A N/A N/A N/A A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. TRUSS LAYOUT -47.8 - 65.8 - 90.1 -38.7 -47.7 -37.0 FRENCH DOORS SEE ELEVATIONS +/_5o THERMA-TRU SMOOTH STAR FL#20468.9 IMPACT 1/4"X 1-1/4"MIN.EMBED TAPCONS AT 6"/14"O.C. 4)SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SHEET A108 7. DESIGN LOADS : FLOOR : 40 PSF ROOF/DEAD : 5 PSF ROOF/LIVE : 20 PSF BALCONY_- NIA PSF AND 3"&7"EACH SIDE OF MEETING POINT TOP AND BOTTOM SEE PLAN FOR SIZES&STEEL REQUIREMENTS.5)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: DETAILS DOCK NSA PSF DECK NSA PSF STAIRS NSA PSF FENCE NSA PSF RAILING NSA PLF/CONCENTRATED GARAGE DOORS SEE ELEVATIONS + 55/-64 DAB 824 /811 FL# 15371.5 N/A 5/16"X 1-5/8"MIN.EMBED LAG SCREWS FOOTINGS:3"BEAMS: 1 '/z"SUSPENDED SLABS: 1 1/2"SHEET A109 ONE PER BRACKET 6)LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A MINIMUM IN BEAMS AND COLUMNS. DETAILS 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 7)ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. SHEET A110 ROOF VENTILATION N/A N/A N/A N/A N/A N/A 8)SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE NIA POLYSTICK IS NOT PERMITED. SHEET A111 UNDERLAYMENT N/A N/A POLYGLASS USA, INC. TU PLUS FL# 5259.1 N/A 9)UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE 9. IS LOAD PATH PROVIDED : X YES NOTAPPLICABLE EXPLAIN WHY NOT TO SHINGLY LES OR TUPLUSDFCOV DIRECTLY COVERI THE NGS. TATLOOF DECK. ST NOT APPLYMANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES ( ) TO SHINGLES OR OTHER ROOF COVERINGS.START AT LOWEST POINT OF THE NIA ROOF DECK WHERE POSSIBLE.CUT THE POLYSTICK TU PLUS TO A SUITABLE, WORKABLE LENGTH.OVERLAP SEAMS 3"MIN.AMD ENDLAPS 6"MIN. 10)UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM,EVEN PRESSURE INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6"O.C. EDGES,AND 6"Q.C. FROM THE CENTER TO THE EDGES.REMOVE THE BACKING FROM THE PLAN SHEET 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED? YES REMAINING HALF OF THE ROLLAND APPLY PRESSURE. FIELD,OR SCREWED WITH DRYWALL SCREWS 1.5"LONG AND 0.131 DIA. GULF COAST PANEL FASTENER#9 15 X 1-1/2"WOOD GRIP WITH SEALING 11)LINTELS SHALL HAVE A MINIMUM 4"BEARING. INDEX AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED ROOFING MATERIALS -65.7 90.1 SUPPLY AND 5 V CRIMP METAL ROOF FL#33818.1 N/A WASHER IN THE RIB OF THE PANEL, 1/4"MINIMUM 12)PROVIDE#5 CORNER BARS W/30"MIN.LAP SPLICE FOR BOND BEAM. WITH THIS CEERTIFICATION IS TRU AND CORRECT,TO THE BEST OF MY KNOWLEDGE MANUFACTURING PENETRATION THROUGH THE PLYWOOD.ALL FASTENERS AND BELIEF. 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 13)EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA.2"LONG NAILS WITH 3/8" NAME : PAUL WELCH., P.E. CERT.#&CO. CERT.AUTH. 29945 STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SLOPE AND 6"O.C.ALL PERIMETER OR ROOF. C HEAD @ 6"O.C.OVER N LAYERS OF(15#FELT OR TYVAKPERIM BUILDING WRAP)OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6"O.C.PERIMETER AND FIELD. DESIGN FIRM : PAUL WELCH INC. DATE : NAME : PAUL WELCH SR, P.E. SIGNATURE : ON PLAN 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 ADDRESS : 1984 SW. BILTMORE ST. PSL FL. 34984 DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 PLIES UNLESS NOTED. PROJECT NAME DATE 08 / 13/2021 ENGINEER v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = V-0" PAUL WELCH INC. F. W ME PROJECT ADDRESS GARAGE SIDE ' LEFT CIVIL I CAL o CAL W ENGINEERING M3 1984 SW BILTMORE ST.,SUITE#114 W A 100 O 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE MODEL : MAUI CUST. EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCII, �LORIDA 34983 EL COVER PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 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 12 (PER CONN. SCHEDULE) 6� 55'-6" 5V CRIMP METAL ROOF OVER 12 POLY GLASS UNDERLAYMENT R-30 INSULATION FL# 5259.1 10'-2" 20'-6" 24'-10" 6 CONT.AL 10'-3" 10'-3" OVER (PT)DRIP XI 2 16"X 16"X 8" -+ - - - - - - — BLOCK 16"x 1/2" DRYWALL @ CEILING COLUMN L(TYPICAL) COLUMN BLOCK H.BIBB i =also= SH-25 EGRESS * SH-25/EGRESS ='c 8" X 8" X 16" BEAM BLK. ❑ ❑ PRECAST LINTEL ❑ ❑ PRECAST LINTEL ❑ ❑ ❑ ❑ ® ❑ ■ ■ ■ 2" X 6" PRE-PRIMED _ — — — — — — — — — — — — — — — — — — — — — — — — — — ❑ ° ■ SPRUCE FASCIA =f'�•= W/ (1)#5 BAR IN 3000 PSI COVERED PORCH 12'-1'/4' 1l'-2° VENTED CONCRETE FILLED CELL W 2" X 6" PRIMED & PAINTED 8' 1°FLAT CEILING R/S SPRUCE _ 8 PRECAST LINTELS Qf 1 12" O. STUCCO SOFFIT �= W/ (1)#5 BAR FOR ALL p "1 (SEE DETAIL) _:,':�.= DOOR AND WINDOW OPENINGS J W o _ _ a ° ® � _ _ & FILLED W/3000 PSI CONCRETE p LU 6" x 22" SCREENED STUCCO FINISH w 1 BEDROOM # 4 BEDROOM # 3 VENTS AT 72" O.C. 1"X 2" P.T. FURRING STRIPS co 1 6'-2" 8 8'-l"FLAT CEILING 8'-l"FLAT CEILING C° wO o = @ 16" O.C. WITH FI-FOIL z 1 O N VERTICAL REBAR TIED TO DOWEL I = & RUNNING INTO BEAM BLOCK =-.�.= INSULATION � SH-25/TEMP. 3-1/2^STEP El ❑ co STUCCO OVER WIRE LATH = °°= O 5'-7'/4' 6'-6" 3'-4" 7'-10" IN 3000 PSI CONC. _�= 1/2" DRYWALL of ❑ ❑ ® ■ o ❑ w/ 11ga. 2 NAILS WITH 3/8 _ LL ❑ -----, Q0 6068 SGD HEAD DIA.AT 6" O.C. OVER (TYPICAL) _�,a=00 3/8" RIB LATH @ 6" O.C. WITH VERTICAL DOWELS ----- ----- o o --DW-J 0 w/30" LAP SPLICE _�= 8" CONCRETE BLOCKS N °° SOFFIT DETAIL (2 LAYERS OF 15# FELT OVER FROM FOOTER P ❑ DOUBLE SINK�� 5068/BF N EACH FRAMING MEMBER) _ `= WOOD BASE BOARDS M _ 6068/BF ® SEE FOUNDATION PLAN =" CLOSET NO SCALE FOR SIZE & SPACING - - o DINING ROOM m CLOSET = = 4" CONC. SLAB (MIN. 2500 PSI) RANGE 8'-l"VAULTED N ROD&SHELF Q _•" ;;_ w/6 X 6 10/10 WWM OR FIBERMESH W/HOOD KITCHEN �' ROD&SHELF O'-0°TOP OF SLAB =j 2'-0" O o 8'-1"VAULTED HOSE BIBB m I 1 a o *GRADE 4" 4 -4 4 4 4 - - - - - - — ❑ � * SH-H32/TEMP. °' C° U 1 1 ® (�'T wO_■ ■J I❑ ❑ ❑ ❑ 24"VANITY �34-1/2"HIGH KNEE WALL a T- gOU aT IL TYPICAL WALL SECTION 5'-0 Q0 °' in cn w \ REF. o co ATH m 36"HIGH BAR 04 N b r ° (CONCRETE BLOCK/LINTEL U-BLOCK CONSTRUCTION) Lo m Q o 2868 � � NO SCALE z � " ❑ IL N J N o o 11'2" FURR-OUT M.BATH co - C° m z 1-2" - N 8'-1"FLAT CEILING 2 3h N � J m BEDROOM # 2 v iv o '-4" WC 5'-4" 6'-7" 8'-l"FLAT CEILING ❑ 5-1/2"WALL ® U) 9'-10'/z" " w ❑ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 8' 1"BEARING WALL b wO CLOSET bo APEX OF VAULT W D w AND HEADER m J N p p U) xS O co Zo c' CO ❑ 4'-5" N ( � Y UTILITY RM. N p U "' W&DRAINIPNEN ® 8'-l"FLAT CEILING 2668 PKD `n 00 `� HEADER N N 00 q 20 MIN.FIRE El 3-1/2"STEP 2868 RATED DOOR U � off 8' 1"BEARING WALL FH ® I GREAT ROOM N 2"CURB O a 0 3' 0" 6-10" 3'-0" 8'-1"VAULTED BEYOND WALL PROTECTION c7 PROTECTION ---------- -- — — — —POSE — — w POST ❑ UTILITY SLAB MASTER BEDROOM 22 x 5q" ATTICIC A ACCESS I tY (PULL DN.STAIRS) I 3 FPL METER J ELECT.PANEL ® 8'-l"FLAT CEILING I - I J o 9'-l"COFFER CEILING I I 1b 22'-11'/4' J I 1 LU AC q I FOYER I I ❑ 8'-l"VAULTED 0 I I Z ■ J I LIGHTATTIC STORAGE I — 6068/1 LITE/IMPACT Q o co I CD ° ° ° ° 1:11 1° ° ° ° ° ° ° i GARAGE El 3-1/2"STEP ❑ o O w l I w O 8'-l"FLAT CEILING 4'-0" 12'-103/4' ~ I I LU o SH 25 �I I SH 25 ------------ ---- — A.F.F- — — — — 4" CDLU co -------------------------------i in ■ ❑ M ¢I co W ENTRY W PLAN INFORMATION ■ ■ ❑ ° ° ° 12"X 12" a 1 10' 1"FLAT CEILING I a 1 "X 12" w SH-25 I EGRESS BLOCK COLUMN LOCK COLUMN 0 — — — - - - - - - - - ® 3/4"FURRING STRIPS----_____ _ J PRECAST LINTEL _ � w ° AND 1/2"DRYWALL ❑ o A SINGLE FAMILY RESIDENCE (TYPICAL) 6'-2" MODEL CUSTOM 17'-103/4' -4 HOSE BIBB GARAGE SIDE RIGHT o 6'-1" 10'-o" 6'-1" PORT ST LUCIE PROPERTIES ELECTRICAL SERVICE OVER HEAD COPYRIGHT2021 EXPOSURE 160-C ° KEY LARGO REVISED ❑ Elp 1670/OHGD ■ ■ PLAN DIMENSIONS 81`-8"X 57'-0" 14'-2" 22'-2" AREA TABULATIONS 36'-4" 19'-2" LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET 55'-6" COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET FLOORPLAN TOTAL FOOTPRINT 2396 SQUARE FEET SCALE : 1/4" — 1'-O" 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. ELEVATION TOP F- PROJECT NAME DATE 08/ 13/2021 ENGINEER v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W A101 1984 SW BILTMORE ST.,SUITE#114 O 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 EXPOSURE : 160 C PORT SAIN:TLUCIE, FL34984 PHONE (772)785-9888 SHEET TITLE MODEL : MAUI CUST. EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. a FLOOR PLAN PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�•I I I +/- 18'-10"TO RIDGE 12 12 6 6 12 12 M.R.H.+/-13'-5" 6 12 12 12 g 6 6 BRG. HT.8'-1" BRG. HT.8'-1" BRG. HT. 8'-1" BRG. HT. 8'-1" OPENING I.D. OPENK G I.D. �21 F.F.E.0'0° _ F.F.E.0'0° F.F.E. 0'_0" F.F.E. 0'-0" OPENING I.D. OPENMOPENIANG I.D. 01 FRONT ELEVATION 02 LEFT ELEVATION SCALE : 1/4" = V-0" 2 I 2 I 4E SCALE : 1/4" = 1'-0" 12 6 12 12 6� �6 12 6 12 6 BRG. HT. 8'-1" BRG. HT. 8'-1" BRG. HT. 8'-1" BRG. HT. 8'-1" (DEFLECTION) M OPENIENG I.D. OPENIF G I.D. OPENICjNG I.D. OPENING I.D. OPENING I.D. rn OPENIBNG I.D. OPENICNG I.D. OPENIDNG I.D. J _ Q 2E 21 21 11 11 zoa } 21 11 2E F.F.E. 0'-0" F.F.E. 0'-0" F.F.E. 0'-0" F.F.E. 0'-0" 03 REAR ELEVATION 04 RIGHT ELEVATION SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE PLAN INFORMATION CALCULATE ATTIC VENTILATION DOORS,AND SIMILAR ENVELOPE ELEMENTS. A SINGLE FAMILY RESIDENCE CEILING= 2396 SQUARE FEET U ( MODEL CUSTOM 2396/150= 16 REQUIRED VENTILATION OPENING AREA I INTERIOR ZONE E END ZONE NOTE#1 IN SQUARE FEET GARAGE SIDE RIGHT 212.0 LINEAR FEET OF 6"X 22"VENTS @ 72" O.C.= 32.39 SQ. FT./2 POSITIVE NEGATIVE POSITIVE NEGATIVE ELECTRICAL SERVICE OVER HEAD = 16.2 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. Z� 10 +35.6 PSF -38.7 PSF +35.6 PSF -47.7 PSF 16.2 SQUARE FEET> 16 SQUARE FEET: SOFFIT VENTILATION OK EXPOSURE 160-C ZL 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF PROVIDE 6"X 22"SOFFIT VENTS(a) 72"ON CENTER A 50 +32.0 PSF -32.0PSF +32.0 PSF -40.2 PSF PLAN DIMENSIONS 81'-8"X 57'-0" ZL 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF AREA TABULATIONS 1. DESIGN PRESSURES PER ASCE 7-16 LIVING AREA 1799 SQUARE FEET 6i 2 CAR GARAGE 388 SQUARE FEET ° EXPOSURE 160-C 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. F- PROJECT NAME : DATE 08 / 13/2021 ENGINEER v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = V-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W • 7 PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W Pi �l 1984 SW BILTMORE ST.,SUITE#114 A 102 O 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 EXPOSURE : 160 C PORT SAIN:TLUCIE, FL34984 PHONE (772)785-9888 SHEET TITLE : MODEL MAUI COST. EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. a ELEVATIONS PAGE JOB NUMBER FLORIDAREGISTRATION NO.29945 SUIT�'I I I T Pi WP/GFI ❑ ELECTRICAL LOAD CALCULATIONS PER NEC ❑ „-- 1 1799 SQ. FT.AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5397 VA -GFl-----GFI- o o --DWGFt-- GF1 SD SD / / 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 ■ DOUBLE SINK l ❑ 3 LAUNDRY CIRCUIT 1500 @ Oo w/DISP. / SD LL RANGE ON SD/CO 4 DRYER 5000 w/HOOD J SD 5 RANGE 12000 \ I 6 WATER HEATER 4500 SD/CO 9 ❑ T I 1 7 DISHWASHER 1200 ■ ■ ■ ■ ■ ■ �1� �J I 0 ■ � �� � � � 8 REFRIGERATOR 1200 REF. 9 IRRIGATION PUMP OPTION 1800 064 \ 36" H BAR GF1 ■ 10 MISC. 5000 ® - TOTAL : 40597 VA FIRST 10 KW @ 100% 10000 / J ■ REMAINDER (a) 40% ° ( 5-1/2"WALL ®VTR 12238.8 1 \ FI I TOTAL : 22238.8 ■ - - - - - - - - - - APEX OF VAULT - - - - - - - - - - VUGF D N \ o A/C HEAT(CD 100/0 10000 D1 1 \ TOTAL : 32238.8 VA �1 - J SD J ■ 4[L� SD/CO \ 32238.8 134.33 AMPS USE 150 AMP SERVICE. ■ \ GFI 240 ■ \t At _/ AHL � N oN ° ❑ \ / I / / \ ❑ PROTECTION ❑ --------r �- - - - - - - - POST WP/GFI / 1 I ATTIC ACCESIS I I GEN.SWITCH FPL METER ❑ I I / - -------�- \ I ELECT. PANEL a DISC. 220V I I �- \ I I ❑ C I, ELECTRICAL NOTES c� ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ® ■ �fT 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. L — — — — — J ElI I 3-112"STEP a ❑ I I lI I/ I rr I ❑ w 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE I I - GFI L — J w 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 ❑ ❑ LoU TO BE HIGH-EFFACY LAMPS) jolEll I❑ ❑ ® ❑I ❑ I �J v 3)RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND El ❑ J UNCONDITIONED SPACES. w ❑ ❑ O 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 ol El\ 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, ELECTRICAL SYMBOL LEGEND _ �J \J OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. _ 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. 3 # IN 2" C — - � ' ' ELECT. SERVICE SWITCH $ THERMOSTAT 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 0 GFI OUTLET � \ ' � _ _ i " / 3-WAY SWITCH $3 SD/CO DETECTOR GFI - — 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. SD - — 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT "EP" DIMMER SWITCH p DOOR CHIMES � 150 120/240V PUSH BUTTON 0 ALARM PAD o GARAGE DOOR OPENER O 2 1 ,& WP-GFI OUTLET WP-G I SERVICE PANEL MBR 150A 110V OUTLET �(p SERVICE METER Eftl CEILING FAN MLO 220V OUTLET LIGHT FIXTURE 4-PLEX OUTLET WALL MOUNTED � 3# 1/0, #6, 2" C SWITCHED OUTLET LIGHT FIXTURE LIGHT FIXTURE �1 SPECIAL PURPOSE 0 w/PULL SWITCH �PJ CEILING FAN w/LIGHT #6 CU GROUND TIED JUNCTION BOX l RECESSED LIGHT TO BUILDING STEEL, CWP AND DRIVEN A/C DISCONNECT `= VAPOR PROOF O GROUND ROUND PHONE OUTLET RECESSED LIGHT TV OUTLET n FLOOD LIGHT FLOOR OUTLET G5��E DISK LIGHT ODD SCONCE PREWIRE Kf) NOTE TO BUILDER: OPTION - "A" ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION ELECTRICAL RISER / D I ST. OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 NOTE : USE ALL COPPER WIRE NO SCALE PROJECT NAME DATE 10 /27/2021 E N G I N E E R v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = 1'-01, PAU L WELCH INC. W MECHANICAL o ELECTRICAL W INCe 7 PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERINGPORT S T LUCI PROP RTI S W 1984 SW BILTMORE ST.,SUITE#114 A 103 O 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 EXPOSURE : 160 C PORT SAIN:TLUCIE, FL34984 PHONE (772)785-9888 SHEET TITLE MODEL : MAUI COST. EMAIL: PWELCHINC@AOL.COM N a ELECTRICAL PAGE PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVDIst SUIT� 103, LUCI�, 1 lJOB NUMBER FLORIDAREGISTRATION N PORT ST �LORIDA 34983 1 1O.29945 55'-6" 20'-6" 24'-10" 10'-2" 9'-7" 1'-4" 9'-7" 4'-9" 3'-10" 4'-0" 4'-1" 3'-10" 4'-4" 16"X16"X8" 16"X8" BLOCK BLOCK 4'-0" COLUMN COLUMN H. BIBB ❑ PRECAST LINTEL ❑ ❑ PRECAST LINTEL ❑ ■ ■ El ❑ ❑ ❑ — — — — — — — — — — — — — — — — — — — — — — — — ❑ ❑ ❑ I RECESS SLAB 3-1/2" o o J I BELOW FINISH FLOOR LL L~OL w � ,� L~L � w a zI 4"THICK(3000 PSI)CONCRETE SLAB O 2 III#5 REBAR FINISHED FLOOR CONCRETE SLAB J N 00 I w/FIBERMESH OR 6"/6" 10/10 WWM El ❑ F-1 c¢i I OVER VAPOR BARRIER ON CLEAN FTG w a I COMPACTED CHEMICALLY TREATED FILL FTG O o 0 co5'-8'/z' 3'-10" 3'-11'/z" U-10" � ih 4" CONCRETE SLAB F. FLOOR 5/4" I F-9 FINISH GRADE °• � — .— — ° � � �0 — — — — — — 3-1/2"STEP ❑ FTG ❑ o °°/° - 4'-11'/8' 1'-9'/8' 2'-11'/z" ❑ ■ ❑ RECESS 2-1/2" ❑ , CO °•q r 4-4- C? 17'-2" ih O O M Z_ " BIBB H SE 4�7 �� (2)#5 MINIMUM CONTINUOUS,M 7 c;) 7'-1" ❑ Zv 16 3"COVER MIMIMUM. 16 F- M 4'8" � (2)#5 MINIMUM CONTINUOUS, 3"COVER MIMIMUM. o -1' cN o F-1 _ _ _ _ _ _ M F5 INTERIOR BR . (STEP) ll(�, � � FTG - - BEARING FOOTING ■ F 1 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" El El FTN t LAV U #5 REBAR O o REF. co I O - / \— I I � LL � I I ■ Z II 7-5/8"CURB #5REBAR TILED SHOWER —' I i O 2 ❑ (RECESS 3-1/2") 411 CONCRETE SLAB O q v 0 ° c0 CONCRETE SLAB ao ^Ia GQ I I FINISH GRADE cM 10 �� �te�\ I I F 9 Z _ _ CONCRETE SLAB F. FLOOR — �i J I ❑ °� ° °••� — — `I' � 5-1/2"WALL_ — ®_ _VTR r J FTG °° ° 8.3 4"THICK(3000 PSI)CONCRETE SLAB !p N ' llht w/FIBERMESH OR 6"/6"10/10 WWM 8'-1"BEARING WALL OVER VAPOR BARRIER ON CLEAN W AND HEADER M F_g COMPACTED CHEMICALLY TREATED FILL (2)#5 MINIMUM CONTINUOUS, Lo 9 FTG 17'-2" 16" 3"COVER MIMIMUM. (2)#5 MINIMUM CONTINUOUS, 4„ 16" 4 3"COVER MIMIMUM. 01-011 + ❑ TOP OF SLAB " " M CURB SECTION EXTERIOR STEP - - - - - - - - - - - - - - - - - - - - - - F3 „ _ ,_ - - - - - - - - - - - - - - - - - - - - - ❑ SCALE: 1/2 - 1 0 F6 N I I SCALE: 1/2 - 1 0 3-1/2"STEP II I AHUI IL — — — — — H -® 8'-1"BEARING WALL I I LL _I _ _ _I JJ A/C CHASE o El I I BY PLUMBER U 2"CURB co BEYOND WALL PROTECTION ¢ Z LL co I I POST ❑ UTILITYSLAB w o M F-9 FTG I I 8-3 w o Z Lu FTG I I FPL METER z O} El I ELECT. PANE o o_ w I I 18'-35/e' a p m o II o=mow II ❑ owo= a YIx;w Ucow w El N o LL d #5REBAR WITH 30"MIN.LAP SPLICE MAIN EGRESS - ' "v 3 O ❑ ❑ ® ® Ell. ❑ DO R © ® ■ ® ❑ ❑ N N N FTG #5 VERT.REBAR IN(3000 PSI)CONCRETE O RECESS SLAB 3-1/2" FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) F-1 ❑ 3-1/2"STEP ❑ LL FTG I I BELOW FINISH FLOOR w #5 REBAR WITH 30"MIN.LAP SPLICE v o w l I m 4' o w M ~ I d 2 I w m U #5 VERT.REBAR IN(3000 PSI)CONCRETE ❑ ❑ °o OJ N o CO m Q _ BEND#5 BAR INTO SLAB+/-4' p d o FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) ❑ ■ ❑ ❑ I � � Iw -, o � 4'-0" 12"X 12" 12"X U J N U ~ #5 BAR INTO SLAB AT 4'O.C. U #5 CONTINUOUS cn w STUCCO FINISH BLOCK COLUMN _ _ BLOCK OLU N o0 w 4"THICK CONC.SLAB FOOTERF-1 F-3 STUCCO FINISH _1�j ■ FTG ❑ O W/FIBER MESH RECESS SLAB 3-1/2" CURB HEIGHT VARIES AROUND F_ #5 BAR INTO SLAB AT 4'O.C. CURB HEIGHT VARIES Z 5'-2" 3'-10" 5'-2" 3'-10" BELOW FINISH FLOOR PERIMETER OF GARAGE " ° (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL 8 W w (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL V-\12- 1'Y? 1'-1'/z' `D o0 00 HOSE BIBB c� :a:- -:-;-:-:-:- ..- -•. ,°•\ o ao LU i Q FINISH GRADE("SEE ELEVATION PLAN") V U U Q _ > 6'-1" V-6'/s" 6'-11" V-6'%" 3'-1�`' U, 1'-1'/2' 1'-1'/s" Ho •8• (3000 PSI)CONCRETE SPREAD FOOTING o ❑ ❑ Z_ FINISH GRADE o 21 '' (3000 PSI)CONCRETE SPREAD FOOTING (2)#5 BARS CONTINUOUS 14'-2" 22'-2" 1'-3" 16'-8" 1'3" (2)#5 BARS CONTINUOUS 36'4" 19'-2" � 16" 4'-0" 16" ■ TYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL F10 SCALE: NO SCALE F9 SCALE: NO SCALE FOUNDATION PLAN— SCALE: 1/4" = 1'-0" PROJECT NAME DATE 10 /27 /2021 E N G I N E E R v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W • PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W 1984 SW BILTMORE ST.,SUITE#114 A 104 O 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE MODEL : MAUI OUST. EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� a FOUNDATION PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCII, 10'-2" 9'-7" 1'-4" 9'-7" 5'-1" T-2" 8'-9" T-2" 4'-8" F-- ---------------------------- --- ------------------------------------------- -------- ----------------------------------- ------------- --- I I 0 I 5o L-4 6-0'/z' T-2" 4'-5'/z' 6'-2" 8" I uo uo I I , i ul, N 8F28 81`24 8F20 81`16 CROSS SECTIONS ---- NOTE : CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION ' ' N i 3 i co O , 0 OPENING SCHEDULE CASTCRETE LINTEL BETWEEN OPENINGS (CONTRACTOR TO VERIFY) L0 OPENING LINTEL SAFE APPLIED SAFE APPLIED MASONRY BOTTOM WALL LINTEL N OPENING TYPE COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD 0 16070 OHG DOOR 192 X 84 84 8-1 17-4 8F16-1 B/1 T 950 200 404 100 ' ' N 0 M O SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 200 2724 100 O3 SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 200 2724 100 ® 38" X 63" " _ " 4'-6" 6113 200 100 >------------------------------- 8 �I, BRG. WALL SH-25 81 8 1 8F16-1B/1T 2724 w/HEAQER ABOVE O5 SH-25 38 X 63 81" 8'-1" 4'-6" 8F16-1B/1T � 6113 1150 2724 650 3-1/2"STEP ; © SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 800 2724 450 ;a O 6068 74" X 79" 79" 8'-1" 7'-6" 8F16-1B/1T 2661 1300 1634 600 S.G.D. J I I Q SH-23 38"X 38-3/8" "81 8'_1" 4'-6" 8F16-1B/1T 6113 2800 2724 1500 I O9 SH-H32 26-1/2" X 26" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 550 2724 300 00 1 1 10 SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 100 2724 100 60 11 SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 550 2724 300 II v 12 6068 74" X 79" 79" 8'-1" 7'-6" 8RF14-1B/1T 2459 550 1462 250 N FRENCH PATIO DOORS 11 12 13 II II O 13 SH-25 38" X 63" g1" 8'-1" 4'-6" 8F16-1B/1T 6113 gpp 2724 450 L-1 8'-1" 9'-4" 8F16-1 B/1T 1843 250 1133 100 OPENING AT COVERED ENTRY 81 3-1/2"STEP TOP OF BEAM ------------- �0 ------------- -----------I I I TOP OF-----------� ❑ i ❑I L_2 OPENING AT COVERED ENTRY 81" 8'F BEAM 4'-6" 8F16-1B/1T 6113 250 2724 150 +------------------------ ----------------------- i i L-3 8'-1" 4'-6" 8F16-1 B/1T 6113 250 2724 OPENING AT COVERED ENTRY 81" 150 TOP OF BEAM " ---------------- - : — — — — 1 — — — — L-4 81" 8'_1 OPENING AT COVERED PORCH TOP OF BEAM 9'-4" 8F16-1B/1T 1843 200 1133 100 OPENING AT COVERED PORCH 81" 10'-6" 8F16-1B/1T 1533 350 914 750 i , i � i i 14'-2" 6'-1" 10'-0" TOP OF BEAM 6'-1" __________________ ` ' f y 1 OPENING AT COVERED PORCH _ 81" TOP 10' 6" 8F16-1B/1T 1533 250 914 150 Id 5'-6" T-2" 6'-11Y2' T-2" T-10" 5'-3" T-10" T-2" 1'-5'/z" 1'-7" 16'-0" 1'-7" BLOCK & LINTEL PLAN- SCALE: 1/4" = 1'-0" PROJECT NAME DATE 10 /27 /2021 ENGINEER dim v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = V-0" PAU L WELCH INC. PROJECT ADDRESS GARAGE SIDE RIGHT MECHANICAL ELECTRICAL W CIVG PORT ST LUCII PROP RTI S INCO m3 1984 SW BIIL MOR SEERUITE# 114 W A 105 O 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE MODEL : MAUI OUST. EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCII, �LORIDA 34983 0. BLOCK & LINTEL PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 N Level 1 Bed 4 Bed 3 2" VTR 12 x 8 12x12 J L 2"12 x 12 201 cfm 12 x 8 135 cfm 135 cfm 201 cfm '� 7" 50 CFM Kitchen DR 61, 4" Duct 30 x 18 4"Exhaust Vent L T U B B23cfm 2" VTR 2" STUDDO VENT 10x10 10x10 9 4" 8 ❑F J L 2„ wC 181 cfm 181 cfm 2�� T 7' �—AIR I 2„ 160DC�M Master Bath F � F � 6t,8x4 2" �� GAP 2" 6"Exhaust Vent Bath Hall 45cfm Bath 2 V � 3 VTR ❑F 8x8 T ' KS DW J L 114 cfm 7 o cfm 2 3" F 7„ r 4° 12x12 Bed 2 _ �j 131 cfm V i ❑F 3„ Laundry j" 27 " L WIC 50 CFM HOWER 4"Duct 8X 4m 6„ �, 4 -30 4"Exhaust Vent TUB W WC 8 x 8 12" 131 cfm 18., L 2" 4 54 cfm 3" YL 3" g 2„ 3„ F� 6„ 6" F+� @ WC 14" Garage 311 10x10 10x10 2" LY 8 x 8 152 cfm 152 cfm DUCTS IN THE GARAGE AND 102cfm 6" DUCTS PENETRATING THE FoyerGR WALLS ORCEILINGS 8x8 14" SEPARATING THE DWELLING 3" 31102 1 '1 F y 16 x 16 16 x 16 THE GARAGE SHALL BE ® 3" 225cfm E CONSTRUCTED OF MINIMUM Master Bed NO. PLUMBING RISER 26 GAGE (0.48 MM)SHEET STEEL, 1 INCH MINIMUM RIGID NO SCALE NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR 3„ OTHERAPPROVED MATERIAL PLUMBING NOTES: AND SHALL HAVE NO OPENINGS INTO THE GARAGE 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 311 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. Gp. 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 Gj5 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 �c 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. Job #: 1592 Air Calcs, LLC Scale: 1 : 123 Performed by Chris Bateman for: Page 1 Key Largo Spec Home 7550 Hidden Hammock Ln Right-Suite®Universal 2021 7803 Fort Walton Ave Vero Beach, FL 32966 21.0.08 RSU29066 Fort Pierce, FL34951 Phone: 772.800.8413 2021-Aug-18 08:24:04 vickilynne@aircalcs.com ...803 Fort Walton Ave PSL Prop.rup PROJECT NAME DATE 10 /27/ 2021 E N G I N E E R PORT ST LUCI PROP RTI S v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = 1'-01, PAU L WELCH INC. W MECHANICAL o ELECTRICAL W INCIIIIIIIII M3 PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W 1984 SW BILTMORE ST., SUITE# 114 A 106 0 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 JZ SHEET TITLE MODEL : MAUI CUST. EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� SUIT[ 103 PORT ST LUCII �LORIDA 34983 11a HVAC PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 'I / I 55' 6" 10' 2" 3RD BRG 201611 24' 10" N Hatch Legend 6' 6" 21 0f' 21 0f' 21 0f' 21 0f' 21 0f' 21 0ll 21 0f' 21 0f' 21 0f' 21 Oil 21 Oil 21 Oil 21 Oil 21 Oil 71 Oil 00 L0 Co Q 10 Q Q Q Q Q a a 00 Co Co Co m 'k A A A A 8'- l " A. F. F CJ1 CJ1 CJ3 CJ3 00 CJ5 = CJ5 V] W z EJ6 8'-1" NG 171 11 EJ7 TRUSS END DETAIL /I'.'.-X 5EJ61 EJ7 12 2ND BRG PLUMB CUT OVERHANG 617 EJ62 EJ7 NN \ N Co �, EJ63 - EJ7 4-1/2" y✓j U U U 0 Q HEEL HEIGHT ----EUb-4 N m EJ7 CJ1 L LNG EJ7 CJ3 EJ7 1'-0„ CJ5 0IN 71 0�� 2' 0�� 1� 8" 2' 0�� 21 0il 2� EJ7 ro N N EJ7 8'-1" CLNG 3/1 V » G ® EJ7 _ EJ7 I TRUSS CONNECTOR SCHEDULE EJ7 Ll EJ7 CONTRACTOR: PSL PROPERTIES EJ7 _ EJ7 = OWNER: SPEC HOME 8'-1" EJ7 EJ7 EJ7 TRUSS NOTES: rq 0, FHU TRUSS MFGR: BUILDERS FIRST SOURCE 1)ALL ROOF TRUSSES TOBE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2)CONTRACTOR TO PROVIDE ENGINEER.,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE EJ71 _ INSTALLING TRUSSES. 2ND BRG LAYOUT DATE: 09/08/2021 3)TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 3/1 V Z 4)CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS,AND F + L DIMENSIONS BEFORE ORDERING,AND INSTALLING TRUSSES. EJ71 - CUT-SHEET DATE : 09/24/2021 5)SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS - C3 EJ71 TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES ID POINT UPLIFT ID UPLIFT DESIGN C4 A9 1ST&3RD 1477 (1)HETA20 1810 (8)16d EJ72 8'-V CLNG A9 2ND 3000 (1)MGT 3965 (22)10d&(1)5/8"A.B. V2 C5 B7 1ST 1239 (1)HETA20 1810 (9)10d X 1-1/2" B7 2ND 1432 (2) MTS 16 2000 (14)10d X 1-1/2" EJ73 G1 1ST 1253 (1)HETA20 1810 (8)16d N C6 G1 2ND 1880 (2)HETA20 2500 (12)16d G1 - GABLE ENDS CONT. 267#PLF (1)HETA20 1810 (9)10d X 1-1/2" SEE GABLE END DETAIL A108 CJ 1 _ CJ 1 - VALLEYS CONT. 100#PLF ( ) MTS 16 1000 (14) 10d X 1-1/2" O K1 1 STRAP AT EACH END AND 24"O.C. 1' 6" V4 ALL OTHERS N N N N N N = CJ5 CJ5 AT CBS EACH <1800# (1)HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING U W W W W W W U _ BEARING - ALL OTHERS V3 ATFRAME EACH <1000# (1)MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING = CJ3 CJ3 - BEARING 1ST BRG 2ND BRG VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/(4)#9SD X 2-1/2"TO CJ 1 CJ 1 O 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. O2 USE SIMPSON STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.) � �� 1 ST BRG U U U W W W W U U U O3 (1)HDU4 w/(10) SDS 1/4"X 2-112"&(1) 5/8"A.B. 2OMAYBE USED IN LIEU ON CONNECTOR SPECIFIED NOTE : FOR MISSED TRUSS CONNECTORS AT 14' 2" 6' 1" 10' 0" 6' 1" 19' 2" BLOCK WALLS WITH 1175#UPLIFT OR 22' 2" LESS, PROVIDE"SIMPSON" HTSM WITH (4) 1/4"X 1-3/4"TITEN,AND (10) 10d. 55' 6" FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175#UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS Fill PROJECT NAME DATE 10 /27/2021 ENGINEER v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = 1'-01, PAU L WELCH INC. W MECHANICAL o ELECTRICAL W • 7 PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W 1984 SW BILTMORE ST.,SUITE#114 A 107 O 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE MODEL MAUI CUST. EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� SUIT� 103 PORT ST LUCII �LORIDA 34983aBLVD TRUSS LAYOUT PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 •I I I 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) 16d NAILS EACH END (TYPICAL) o ROOFING / UNDERLAYMENT /SHEATHING 0 0 0 0 SIMPSON MTS 16 w/14-10d M L /ALk9UP NAILS PER CONNECTOR SCHEDULE ( 4T'YLPASAER-FRA12" INCHES O.C. O N HEAD: 3/16"X 3"TAPCONS @ 12" O.C. (TYPICAL) SOFFIT PER PLAN DOUBLE 2"X4°TOP PLATE \' ALUMINUM DRIP EDGE OVER 111 X 211 P.T. 2" X 6" PRE-PRIMED SPRUCE FASCIA = PROVIDE (2)2"X12"YP HEADER •� z O w/FLITCH PLATE GLUED&NAILED TRUSS BY TRUSS COMPANY N 1/2" DRYWALL w/10d NAILS @ 8"O.C. STAGGERED w (TYPICAL) REDHEADS w/2" DIA. X 1/8" WASHER (WALLS&CEILINGS) BOTH SIDES @DOOR OPENINGS. STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING 0- MAITRUAWRAL NOTE # 13, SHEET A100 O 1/4"X 3"TAPCONS @ 12"O.C.TO 2"X4"STUDS @ 16"O.C. NU BLOCK WALL OR 1/2"X 5-1/2"� SPH-4 TOP&BOTTOM EACH STUD N REDHEADS @24"o.c. ROOFING / UNDERLAYMENT /SHEATHING 0 - 2"X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) PER TYPICAL WALL SECTION � R-11 INSULATION P.T. 2"X4 BOTTOM PLATE w/1/2" DIA.X 12"A.B. @ NOTE: 24"O.C. OR 5/8" DIA.X 6" - REDHEADS @ 24"O.C.w/CD _ PROVIDE SIMPSON SPH-4 HURRICANE WASHERS. cV @TOP& BOTTOM PLATES @ GARAGE FINISH FLOOR 16"O.C.w/10-10d NAILS. CEILING PER PLAN MONOLITHIC FOOTING w/ �p (2)#5 BARS CONTINUOUS TRUSS BY TRUSS COMPANY 77 GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE (16-0- X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) NOTE : „ BOSTON HIP DETAIL 1. JAMBS : 2 X 6 OR 2 X 8 P.T. w/ 3/8 X 5-1/2 NO SCALE TRUSS TO WALL OR BEAM PER EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) INTERIOR STEP DOWN BEARING WALL SECTION TRUSS CONNECTOR SCHEDULE 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" NO SCALE TAPCONS AT 12" O.C. NOTE : INTERIOR BEARING WALL WITHOUT STEP SIMILAR 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) 19/32"ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN (3)16d NAILS(TYPICAL) 2"X4""X"BRACING @RIDGE AND 6'O.C. EACH SIDE OF RIDGE BATT INSULATION TRUSS BOTTOM CHORD 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 1/2" DRYWALL CEILING WITH 3/8"DIAMETER HEAD @ 6"O.C.OVER(2)LAYERS OF(15#FELT OR TYVAK BUILDING WRAP)OVER 15/32" CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6"O.C. PERIMETER AND FIELD. CEILING PER PLAN GABLE END TRUSS „ „ „ „ 2"X4"SPRUCE OR BETTER LATERAL BRACE 161 COMMON NAILS @ 12"O.C. 2 X 4 TOP PLATE OR 1-1/2 X 3-5/8 @ 6'O.C.FASTENED TO TOP OF BOTTOM METAL RUNNER CHORD OF TRUSSES WITH(2)16d NAILS EACH,AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH"SIMPSON" 4 TRUSS BACK HETA20AT48"O.C.WITH(9)10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" 2"X 4"WOOD FRAMING @ 24" O.C. P.T.2"X8"CONTINUOUS WITH 1/2" OR 1-1/2"X 3-5/8" METAL STUDS ANCHOR A0T24O.C5WT WEDGE X 1/8"WASHERS NOTE: 1/2" DRYWALL BOTH SIDES PROVIDE RAKE BEAM @ VAULTED GABLE ENDS (TYPICALALL WALLS INCLUDING GARAGE) GABLE END DETAIL TRUSS VERTICAL WEB NO SCALE REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS 2"X 4" BOTTOM PLAT OR 1-1/2"X 3-5/8" METAL WITH 2"X 4"T-BRACE WITH RUNNER w/TAPCONS OR CUT NAILS @ 16d NAILS AT8INCHES O.C. 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR PRE-ENGINEERED ROOF TRUSSES PRE-ENGINEERED ROOF TRUSSES .C.COVERED BY 19/32" TYPICAL INTERIOR NON-BEARING WALL DETAIL @24"° 4 PLY CDX P @24"O YNOOD 4 PLY CDX PLYWOOD NO SCALE (SEE NAILING DETAIL) (SEE NAILING DETAIL) 12 12 6� 6 SIMPSON STRAP PER SCH. SIMPSON STRAP PER SCH. 8"X 8"BEAM BLOCK w/(1)#5 BAR CONT. IN(3000)PSI CONCRETE "A" 9 1 MTL DRIP GALV CONT.GALV.MTL DRIP .EXTERIOR CEILING TO BE CONT. i EXTERIOR CEILING TO BE STUCCO OVER WIRELATH STUCCO OVER WIRELATH EAVE OVER(PT)1 X 2�� y w/11GA.2"NAILS w/3/8"DIA. OVER(PT)1 X 2�� w/11GA.2"NAILS w/3/8"DIA. FRAME MATCH HEAD @ 6"O.C.OVER 8"BEAM BLOCK HEAD @ 6"O.C.OVER 3 2 \ 3 12"BLOCCKK 3/8"METAL RIB LATH @ 6"( 1 3/8"METAL RIB LATH 6" 2"X 6"IRS SPRUCE FASCIA ( )#5 BAR FILLED @ W/3000 PSI CONCRETE O.C.w/ 2 LAYERS OF 15# 2"X 6"RS SPRUCE FASCIA Q O.C.w/ 2 LAYERS OF 15# FELT OVER EACH FELT OVER EACH 8"PRECAST LINTELS FRAMING MEMBER) 8"X 8"PRECAST LINTELS FRAMING MEMBER) (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A= 5 FEET SOFFIT PER DETAIL W/(1)#5 BAR FILLED SOFFIT PER DETAIL W/(1)#5 BAR FILLED 2 O 2 \ W/3000 PSI CONCRETE W/3000 PSI CONCRETE ROOF SHEATHING ATTACHMENT REQUIREMENTS 2 TEXTURED STUCCO FINISH TEXTURED STUCCO FINISH o ZONE 10 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD Q w O 2 z (1)#5 VERTICAL REBAR TIED TO DOWEL (2)OR(3)#5 W VERTICAL REBAR TIED TO DOWEL RIDGES W ZONE 02 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD &RUNNING INTO BEAM BLOCK TEXTURED STUCCO FINISH &RUNNING INTO BEAM BLOCK TEXTURED STUCCO FINISH _J 2 IN 3000 PSI CONC. IN 3000 PSI CONC. Q Q 3 2 � z ZONE NAILS AT 4° O.C. PERIMETER AND 6° O.C. FIELD (1)#5 VERTICAL DOWELS 12"X 12"CONCRETE BLOCK COLUMN (2)OR(3)#5 VERTICAL DOWELS 16"X 16"X 8"CONCRETE BLOCK COLUMN w/30"LAP SPLICE w/30"LAP SPLICE OR NOTE FROM FOOTER FROM FOOTER 8"X 16"CONCRETE BLOCK COLUMN O �q� O SEE FOUNDATION PLAN SEE FOUNDATION PLAN 2 1 JQ�� O O - 1 ROOF SHEATHING SHALL BE 19/32"THICK CDX ( FOR SIZE&SPACING ) CONCRETE SLAB ( FOR SIZE&SPACING ) CONCRETE SLAB PLYWOOD ROOF SHEATHING FASTENED TO PER FOUNDATION PLAN PER FOUNDATION PLAN ROOF FRAMING WITH 8d RING-SHANK NAILS �3 2 ¢ (PER FRC803.2.3.1) SPACED PER ZONE FOOTING F-1 °a o FOOTING F-1 f� DESIGNATIONS AS SHOWN ABOVE. oL __� EAVE FRONT PORCH POST DETAIL PORCH POST DETAIL NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION ROOF SHEATHING NAILING ZONE NO SCALE NO SCALE PROJECT NAME DATE 10 /27/2021 ENGINEER C] PROPOSED KEY LARGO SPEC HOME SCALE : 1/4" = 1'-0" PAU L WELCH INC. F. W MECHANICAL o ELECTRICAL W PROJECT ADDRESS : GARAGE SIDE : RIGHT CIVIL ENGINEERING W A 108 1984 SW BILTMORE ST.,SUITE#114 O 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : MAUI OUST. EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCII SUIT� 103 PORT ST LUCI� �LORIDA 34983a DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 'I I I STUCCO CEMENT FINISH CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK (SEE WATER PROOFING NOTE# 1 ) (TYPICAL) STUCCO CEMENT FINISH g-_ o FILLED CELL AT JAMB BLOCK(TYPICAL) CORROSION RESISTANT FLASHING ° a CMU WATER RESISTANT COATING PER WATERPROOFING NOTE#4 n 0 (SEE WATER PROOFING NOTE# 1 ) � a a 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS. ° 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK O SEE WATER PROOFING NOTE#6 BETWEEN BUCK&WINDOW FRAME CORROSION RESISTANT FLASHING (SEE WATERPROOFING NOTE#5) PER WATERPROOFING NOTE#4 WOOD TRIM 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 2"X P.T.WOOD BUCK WITH SEALANT PER NOTE : NAILS AT 12" O.C. MAX. WATERPROOFING NOTE#4 AND ANCHORED TO MASONRY WITH 1/4"TAPCONS w/MIN. 1-1/4" WINDOW FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN APPLY PERIMETER SEALANT CAULK EMBED. 3" FROM EDGES& 12"O.C. MAX. SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S BETWEEN BUCK&WINDOW FRAME THE FRAME OVERHANG THE BUCK PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. (SEE WATERPROOFING NOTE#5) SEE WATER PROOFING NOTE#6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NO SCALE EXTERIOR DOOR BUCK DETAIL NO SCALE NOTE : NOTE : NOTE : TAPCONS TO BE INSTALLED THRU BUCK INTO BUCK 2"X 6"P.T. RIPPED MASONRY w/MIN. 1-1/4"EMBEDMENT PER TAPCONS TO BE INSTALLED BUCK INTO DOWN TO 2 X 4-1/8"P.T. w/3/16" TAPCONS PRODUCT APPROVAL PER FBC 1715.5.4.3 MASONRY w/MIN. 1-1/4"EMBEDEDMENT PER 1-1/4"MIN. EMB. 4/12" O.C. w/# 10 SCREWS, PER BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCT APPROVAL PER FBC 1715.5.4.3. PRODUCT APPROVAL. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE : WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1 .2) AS PER DETAILS PROVIDED 1/8" 4-1/2" 3" 3/4" NOTE CONTINUOUS O D WATER SEALANOT PER PRECAST CONCRETE WIND RESISTANT FLUSH WATERPROOFING NOTE#6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER N ° ° ° 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) MARBLE SILL CORROSION RESISTANT FLASHING PER WATERPROOFING 1-3/8 (NOTE#2) CAULK SEAM AT WINDOW INSTALLTION 7-5/8" (SEE WATERPROOFING NOTE#5) CMU WATER RESISTANT COATING MORTAR OR GROUT (SEE WATER PROOFING NOTE# 1 ) PRECAST CONCRETE WINDOW SILL DETAIL -- _ _ = - SET SILL IN FULL MORTAR BED NO SCALE 1/2" DRYWALL STUCCO OR DECORATIVE CEMENTITIOUS COATING 8"C.M.U. 3/4" FURRING TO MASONRY WALL STUCCO CEMENT FINISH WATERPROOFING NOTES : FILLED CELL AT JAMB BLOCK(TYPICAL) CMU WATER RESISTANT COATING 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO (SEE WATER PROOFING NOTE# 1 ) 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 ® 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS 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 WOOD TRIM 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK APPLY PERIMETER SEALANT CAULK 1"X P.T. WOOD BUCK WITH SEALANT PER AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE BETWEEN BUCK&WINDOW FRAME WATERPROOFING NOTE#4 AND ANCHORED ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE (SEE WATERPROOFING NOTE#5) TO MASONRY WITH 1-1/2"CASE HARDENED CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED COIL NAILS @ 12" O.C. MAX WITH A LIQUID APPLIED WATER RESISTIVE COATING/SEALANT. CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE#2 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SEE WATER PROOFING NOTE#6 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 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 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. SLIDING GLASS DOOR BUCK DETAIL 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. NO SCALE PROJECT NAME DATE 10 /27/ 2021 ENGINEER PORT ST LUCI PROP RTI S INC * v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = 1'-0" PAU L WELCH INC. W PROJECT ADDRESS GARAGE SIDE RIGHT MECHANICAL ENGINEERING ELECTRICAL W M3 1984 SW BILTMORE ST., SUITE# 114 W A 109 O 7803 FORT WALTON AVE, FORT PIERCE, FL 34951 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE MODEL : MAUI CUST. EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� SUIT[ 103 PORT ST LUCII �LORIDA 34983aBLVD DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 •I / I