Loading...
HomeMy WebLinkAbout6006 SPRUCE ROB PLAN ESS 11-11-21 PROPOSED KEY LARGO SPEC GENERAL NOTES PLAN INFORMATION 1)THE CONTRACTOR,SUBCONTRACTOR,SUPPLIER, ECT.SHALL VERIFY ALL DIMENSIONS,CONDITIONS AT JOB SITE, PLANS,SPECIFICATIONS, ECT. 6006 SPRUCE DR , FORT PIERCE F L. 34982 A SINGLE FAMILY RESIDENCE 2)STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. MODEL CUSTOM 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THIS ELECTRONIC SIGNATURE AND SEAL GARAGE SIDE RIGHT 4)ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE(FBC)2020, FBC 2020 CERTIFIES ALL (10) PAGES IN THIS FILE. ELECTRICAL SERVICE OVER HEAD RESIDENTIAL,FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY EXPOSURE 160-C CONSERVATION,AND THE NEC(NFPA 70)2017 EDITION. 5)RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA,AND IN VERY HEAVY TERMITE INFESTATION PLAN DIMENSIONS 81'-8"X 57'-0" AREA PER FRC 301. Digitally signed Pau PaulAREA TABULATIONS ENERGY CONSERVATION NOTES by Pa u I We I c h LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET 1)RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY Date. 2021 .11 .1 CONSERVATION RESIDENTIAL. COVERED ENTRY 45 SQUARE FEET Welch BACK PORCH 164 SQUARE FEET 2)ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES 09.2 7.09 -05'00' SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON • THE SURROUNDING SURFACES,A O OR TOTAL FOOTPRINT 2396 SQUARE FEET REQUIRED TO BE PROVIDED WHEN LOOSE FILL EQUIVALENT LIS IINSTAL EPREVENTO RETAINER IS D,TO 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 LUCID 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 LUCID 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: 6006 SPRUCE DR, FORT PIERCE FL.34982 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 1396 OR 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 SH EET A101 DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. OF FRC,AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO 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. C N PERIMETER SLOPE AND 6"O.C.ALL PERIMETER OR ROOF. HEAD @ 6"O.C.OVER LAYERS OF(15#FELT OR BUILDING WRAP)OVER 19/32" DX 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 09/09/2021 E N G I N E E R v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = V-0" PAUL WELCH INC. 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 6006 SPRUCE DR , FORT PIERCE FL. 34982 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 24'-10° 20'-6° 10'-2° �6 CONT.ALUMN. MTL DRIP 16"X8" 16"X16"X8" OVER (PT) 1X2 -+ .. - - - - - - - BLOCK BLOCK °'_ 1/2" DRYWALL @ CEILING O O COLUMN COLUMN L(TYPICAL) -H. BIBB - SH-25/EGRESS * SH-25/EGRESS =+'c 8" X 8" X 16" BEAM BLK. ❑ ❑ ❑ ❑ ® ® ® ■ ■ PRECAST LINTEL ❑ ❑ PRECAST LINTEL ❑ ❑ _ _ _ _ _ _ _ _ _ _ _ _ 2" X6" PRE-PRIMED Ell ■ ❑ SPRUCE FASCIA v!,p.i — — — — — — — — — — — — - ''' W/ (1)#5 BAR IN 3000 PSI 12'-1'/4" I z = CONCRETE FILLED CELL W 2" X 6" PRIMED & PAINTED COVERED PORCH R/S SPRUCE VENTED =+,'�•= 8" PRECAST LINTELS 0 8'-l"FLAT CEILING I Q 12' O. STUCCO SOFFIT W/ (1)#5 BAR FOR ALL O W o (SEE DETAIL) _:,':�._ DOOR AND WINDOW OPENINGS LL W ❑ ❑ a zo _ _ & FILLED W/3000 PSI CONCRETE p Ji 6" x 22" SCREENED STUCCO FINISH w M BEDROOM # 3 BEDROOM # 4 I VENTS AT 72" O.C. 1"X 2" P.T. FURRING STRIPS -1 co O w 8'-l"FLAT CEILING 8'-l"FLAT CEILING 8 6-2 o @ 16" O.C. WITH FI-FOIL z N O I VERTICAL REBAR TIED TO DOWEL -s.° INSULATION ❑ I & RUNNING INTO BEAM BLOCK -�'' U' O 3-112"STEP SH-25/TEMP. STUCCO OVER WIRE LATH `°= O 7'-10" 3'-4" 6'-6" 5'-7'/d' IN 3000 PSI CONC. _�_ 1/2" DRYWALL LL ❑ ■ ❑ ❑ o w/ 11ga. 2 NAILS WITH 3/8 = =' (TYPICAL) LL @HEAD DIA.AT 6" VERTICAL DOWELS A co OVER c 3/8" RIB LATH 6" O.C. WITH , co co - Dw-- ; o o - - I ■ w/30 LAP SPLICE _�' 8" CONCRETE BLOCKS 6068 SGD co % SOFFIT DETAIL 5068/BF (2 LAYERS OF 15# FELT OVER FROM FOOTER _ P ❑ 6068/BF N OUBLE SINK p EACH FRAMING MEMBER) SEE FOUNDATION PLAN _ = WOOD BASE BOARDS CLOSET NO SCALE FOR SIZE & SPACING CLOSET DINING ROOM o _ = 4" CONC. SLAB (MIN. 2500 PSI) 8' 1"VAULTED �'-�"TOP OF SLAB _ q ROD&SHELF =" _ w/6 X 6 10/10 WWM OR FIBERMESH ROD&SHELF `� `o KITCHEN w/HOOD c_I Wo 8'-1"VAULTED 2'-0" ❑ ° ° I m M I �j HOSE BIBS *GRADE 4"D�4 � — m w ® I U C° 6' SH-H32/TEMP. O � U I ❑ ❑ ❑ ❑ ■ ■ U p 24"VANITY I a 34-1/2"HIGH KNEE WALL ■ w `� `" \ / TYPICAL WALL SECTION o" C,4 ? BAT N 36"HIGH BAR Q REF. o > / \ (CONCRETE BLOCK/LINTEL U-BLOCK CONSTRUCTION) _ ■ 2868 m _ NO SCALE FURR-OUT 11'-2" 00 M o N M.BATH ■ N 'n N 8'-l"FLAT CEILING , BEDROOM # 2 M 1 a N 2 3rz N ❑ 8'-l"FLAT CEILING 6-7" 5'-4" WC U) 9'-10'/z" 8' 1"BEARING WALL 2 0.1 0\ ■ AND HEADER — b N u- F- � APEX OF VAULT bo CLOSET U C9 co co U) 1 ❑ co co O 06 ° m W.H.w/DRIP PAN U N UTILITY RM. ° 4'-5" &DRAIN LINE 0 X- N 8'-l"FLAT CEILING a 10'-0" 00 ■ HEADER N M 2668 PKD N N N r jEl 3-112"STEP 20 MIN. FIRE ao U RATED DOOR 2868 "' N o AHU 00 8'-1"BEARING WALL r co 0 Q 0 2"CURB N GREAT ROOM I I ■ PROTECTION C7 PROTECTION BEYOND WALL 8'-1"VAULTED 3'-0" 6-10" 3'- " UTILITY SLAB ❑ POST r — — -P9ST- — — — T---T---------, 2-1/2"X 54" ATTIC ACCESS I FPL METER 3 I (PUuL DN.STAIRS) MASTER BEDROOM ELECT. PANEL I I I 8'-l"FLAT CEILING I ■ I I I 9'-l"COFFER CEILING 0 o AC w I I 22'-11%" ❑ I I FOYERco I Z I I 8'-l"VAULTED I — I LIGHTATTIC STORAGE o ¢ 6068/1 LITE/IMPACT I ■ N ❑ ❑ GARAGE i El ❑ ❑ ❑ ❑ ❑ ❑ ® ❑ ❑ El El 3-1/2"STEP ❑ - w 4'-0" 8'-1"FLAT CEILING O w l I w O o w I I � � 12'-103/4' o w 4" - A.F.F. _ SH-25 I I SH 25 o i Cn U io coI I coio co ❑ ■ ENTRY U BLOCK COLUM a I I ❑ ❑ ❑SH-25/EGRESS ■ ■ PLAN INFORMATION w 10'-1"FLAT CEILING a 12"X LU 3/4"FURRING STRIPS ❑ — — — — — — — — — — — BLOCK COLUMN 0 0 � _ PRECAST LINTEL p °O ❑ ; AND 1/2"DRYWALL ; A SINGLE FAMILY RESIDENCE (TYPICAL) ❑ MODEL CUSTOM 17'-10/4' HOSE BIBB 3 6 2" GARAGE SIDE RIGHT o PORT STLUCIEPROPERTIES 6'-1" 10'-0" 6'-1" ELECTRICAL SERVICE OVER HEAD i COPYRIGHT 2021 i ❑ i KEY LARGO REVISED i ❑ EXPOSURE 160-C ❑ I Elp. 1670/OHGD ❑ ❑ PLAN DIMENSIONS 81'-8"X 57'-0" 22'-2" 14'-2" AREA TABULATIONS 19'-2" 36'-4" LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET 55' 6" 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. ELEVATION TOP F- PROJECT NAME DATE 09/09/2021 E N G I N E E R v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = V-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W m3 PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W A 101 1984 SW BILTMORE ST.,SUITE#114 O 6006 SPRUCE DR , FORT PIERCE FL. 34982 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 6 12 6 12 12 6 6 BRG. HT.8'-1" BRG. HT.8'-1" BRG. HT. 8'-1" BRG. HT. 8'-1" OP OPENIJNG I.D. mummummm @- 11 1 I LLL] L21 2E F.F.E.0'0" �ls ��� F.F.E.0'0"_ F.F.E. 0'-0" F.F.E. 0'-0"_ OPENIANG I.D. OPENG I.D. OPENING I.D. FRONT ELEVATION 01 02 RIGHT ELEVATION 4E 2 I 2 I SCALE : 1/4" = 1'-0" 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) ElOPENING I.D. OPENH G I.D. OPENING I.D. OPENIF G I.D. OPENIENG I.D. OPENIDI.D. "INGCNG I.D I.D. OPENIBNG I.D. rn Q 11 11 21 21 E CL Ll Ll 2E 11 21 (o } F.F.E. 0'-0" 1 1 1 1 1 F.F.E. 0'-0" F.F.E. 0'-0" F.F.E. 0'-0" 03 REAR ELEVATION 04 LEFT 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 OPENING AREA � INTERIOR ZONE � END ZONE (NOTE#1) o MODEL CUSTOM 2396/150= 16 REQUIRED VENTILATION co IN SQUARE FEET 212.0 LINEAR FEET OF 6"X 22"VENTS @ 72" O.C.= 32.39 SQ. FT./2 POSITIVE NEGATIVE POSITIVE NEGATIVE GARAGE SIDE RIGHT = 16.2 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. Z� 10 +35.6 PSF -38.7 PSF +35.6 PSF -47.7 PSF ELECTRICAL SERVICE OVER HEAD 16.2 SQUARE FEET> 16 SQUARE FEET: SOFFIT VENTILATION OK ZL 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF EXPOSURE 160-C PROVIDE 6"X 22"SOFFIT VENTS(a) 72"ON CENTER 50 +32.0 PSF -32.OPSF +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 1. DESIGN PRESSURES PER ASCE 7-16 AREA TABULATIONS 6 i LIVING AREA 1799 SQUARE FEET ~ 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. PROJECT NAME : DATE 09/09/2021 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 LEFT CIVIL ENGINEERING W 6006 SPRUCE DR , FORT PIERCE FL. 34982 1984 SW SAINT LU IE, SUITE#114 A 102 O 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. a ELEVATIONS PAGE JOB NUMBER FLORIDAREGISTRATION NO.29945 SUIT�'I I I ❑ ❑ — — — — — — — — — — — — — — — — — — — — — — — — — — tEl ❑ \ ❑ 1 I \ W�F I I \ I -- ❑ SD SD GFI --{�`FIDW--'; OG O -GFI-- --GFF, ❑ 1 DOUBLE SINK ■ w/DISP. SD 11 /1 1 RANGED OO SD/CO w/HOOD ■ � SD/CO 0 J I � �J � L�/11 ■ ■ ❑ ❑ ❑ ❑ F. / ELECTRICAL LOAD CALCULATIONS PER NEC 36"HI BAR REF. U 0 ■ GFI 1 1799 SQ. FT.AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5397 VA -® \ 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 I ❑ 3 LAUNDRY CIRCUIT 1500 r7> 1 _ 4 DRYER 5000 1 SD +I / " ❑ / \ 5 RANGE 12000 VTR® 5-1/2"WALL I t- ) 1 6 WATER HEATER 4500 N D F APEX OF VAULT ■ 7 DISHWASHER 1200 / N 8 REFRIGERATOR 1200 ❑ 1 SD `D k - 9 IRRIGATION PUMP OPTION 1800 SD/CO — J 10 MISC. 5000 GFI ./ ❑ TOTAL : 40597 VA OH N b AHUo r — — \ — — — — �I o N cn SD I FIRST 10 KW @ 100% 10000 ❑o I \ I ❑ REMAINDER (al 40% 12238.8 PROTECTION — — — — — — TOTAL : 22238.8 WP/GFI ❑ POST r — �-------- GEN.SWITCH I ATTIC ACCESS, \ I 1 I I I A/C HEAT(cb 100% 10000 FPL METER ELECT. PANEL I / ---I----- J-' I I ❑ TOTAL : 32238.8 VA DISC. � 220V I / I \ I I 32238.8 134.33 AMPS USE 150 AMP SERVICE. ■ I I 1 \ 240 ❑ ❑ ❑ ® il ol I❑' \ \ ❑ ❑ ❑ ❑ ❑ ❑ I ■ I � I ❑ 3-112"STEP I ❑ — — — — — — — — J Tf oLu — - -ui GFI— - - — - - � I ------------------------ -----------------------, "' U I ❑ ❑ �J ❑ ❑ ❑ ❑ ❑ ❑ IU io J ' - - - - - - - - - - - ❑w Ell O / 3 # 1/0IN2" C ❑ ❑ / ELECTRICAL NOTES ELECT. SERVICE ❑ ❑ ❑ ❑ 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. J J / 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE ELECTRICAL SYMBOL LEGEND 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) "EP" SWITCH $ THERMOSTAT OT GFI OUTLET Q� 150 120/240V 3-WAY SWITCH 3)RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND O 2 1 >&�s SD/CO DETECTOR SD GFI UNCONDITIONED SPACES. FLUORESCENT LIGHT MBR 150A 4-WAY SWITCH $4 EXHAUST FAN ® 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT MLO DIMMER SWITCH $D DOOR CHIMES PM19° 5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL PUSH BUTTON ❑o ALARM PAD o GARAGE DOOR OPENER SMOKE DETECTORS IN THE RESIDENCE 6)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, WP-GFI OUTLET WP/GFI SERVICE PANEL DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION CEILING FAN ROOMS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 110V OUTLET SERVICE METER 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 3# 1/0, #6, 2" C 220V OUTLET 9 LIGHT FIXTURE 01C), AND 20 AMP CIRCUITS SREVING:BATHROOMS, GARAGES, KITCHENS,ACCESORY BUILDINGS, #6 CU GROUND TIED OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. TO BUILDING STEEL, 4-PLEX OUTLET WALL MOUNTED }�_� x 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. CWP AND DRIVEN SWITCHED OUTLET qp LIGHT FIXTURE �J� 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. GROUND ROUND VV LIGHT FIXTURE P1 SPECIAL PURPOSE w/PULL SWITCH J CEILING FAN w/LIGHT 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. JUNCTION BOX J❑ RECESSED LIGHT A/C DISCONNECT `fl VAPOR PROOF O PHONE OUTLET RECESSED LIGHT OPTION - "A" TV OUTLET Fri FLOODLIGHT � ELECTRICAL RISER / DIST. FLOOR OUTLET DISK LIGHT �DJ SCONCE PREWIRE NOTE : USE ALL COPPER WIRE NOTE TO BUILDER: NO SCALE ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 F- PROJECT NAME DATE 10 /28/2021 E N G I N E E R E3 PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = V-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W PORT T LUCII PROP RTI S INC • m3 PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W S1984 SW BILTMORE ST.,SUITE#114 A 103 O 6006 SPRUCE DR , FORT PIERCE FL. 34982 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 LUCI�, �LORIDA 34983 0. ELECTRICAL PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 55'-6" #5 REBAR 24'-10" 20'-6" Z_ II 7-5/8" CURB 4'-4" T-10" 4'-1" 4'-0" T-10" 4'-9" 9'-7" V-4" 9'-7" 10'-2" Z II #5 REBAR - 16"X 8" 16"X 16"X 8" �M 4'-0" BLOCK BLOCK p CONCRETE SLAB H. BIBB COLUMN COLUMN co „ CONCRETE SLAB 4" ° 4 FINISH GRADE ❑ ❑ ❑ ■ ■ ❑ ■ ❑ PRECASTLINTEL ■ ■ PRECASTLINTEL ❑ II F. FLOOR Z ° ❑ ❑ — — — — — — — — — — — — — — — — — — — — — — — — — ❑ FINISH GRADE % - Ed IT q q RECESS SLAB 3-1/2" I ° CV LL w LL LL x w ,� LL BELOW FINISH FLOOR I J ° ' °'°. Q a w Z (2)#5 MINIMUM CONTINUOUS, N 4"THICK(3000 PSI)CONCRETE SLAB 1 o (2)#5 MINIMUM CONTINUOUS, 3"COVER MIMIMUM. ❑ ❑ w/FIBERMESH OR 6"/6" 10/10 WWM I 50 " 411 1611 F-6 OVER VAPOR BARRIER ON CLEAN I F 1 iv 16 3"COVER MIMIMUM. FTG COMPACTED CHEMICALLY TREATED FILL I a FTG 4" o - o m � 6'-10" 3'-11'/2' 3'-10" 5'-8'/2' Fg 51,, F� BEARING FOOTING F3 CURB SECTION ❑ FTG ❑ 3-1/2'srEP SCALE: 1/2 = 1'-0" SCALE: 1/2" ❑ RECESS 41/2" ❑ ■ ❑ 2'-11'/2' 1'-9'/8' 4'-11'/a' v 17'-2" c? co CO co CO ❑ 7'-1" HOSE% B M 4'-8" C? (V M M 1 F 1 q #5 REBAR L — — — — _ _ _ - 3 FTG �, �, FINISHED FLOOR ONCRETE SLAB ■ o - L� LAV ■ ❑ ❑ ❑ M M CONCRETE SLAB o � CONCRETE SLAB F. FLOOR ❑ — — — — — M N °• °i- — — o ° — — a, I I n REF. o ° ••� °. �-—s — — � - ■ II IT I I r I TILED SHOWER 11'-11'/8' I I U (RECESS 3-1/2") ■ (2)#5 MINIMUM CONTINUOUS, 16" 4 3"COVER MIMIMUM. 16" N (2) # 5 MINIMUM CONTINUOUS, o 3 COVER MIMIMUM. ❑ FTG I � r EXTERIOR �TEPC INTERIOR BRG. FTG. (STEP) VTR® — 5-1/2"WALL � /Q�/ L C9, 4"THICK(3000 PSI)CONCRETE SLAB F6 „ _ , F5 „ — „ 0 8'-1"BEARING WALL w/FIBERMESH OR 6"/6" 10/10 WWM $'-3" SCALE: 1/2 - 1 -0 SCALE: 1/2 - 1 -0 c;) AND HEADER OVER VAPOR BARRIER ON CLEAN io � COMPACTED CHEMICALLY TREATED FILL F-g Lo FTG Q 17'-2" 0.-0,. TOP OF SLAB ❑ ih — — — — — — — — — — — — — — — — — — — — — — — — — _ N WH II 1I 3-1/2"STEP I L � — - - - - 711AHU I 1j 1 A/C CHASE L� �— — — �— �� I I 8' 1"BEARING WALL p v U BY PLUMBER I ❑ [� 2"CURB �O<-' PROTECTION) BEYOND WALL I I n W nUTILITY SLAB ■ POST I I p>�W 8-3 I1 FTG F9 M 0,m o FPL METER m I _ m c - FTG #5 REBAR WITH 30"MIN.LAP SPLICE m W= oI I � E ECT. PANEL I I ❑ O� U5 y x rn n 18'-3%" I I #5 VERT.REBAR IN(3000 PSI)CONCRETE m O o I I FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) 0O 8 n ■ I 1 #5 REBAR WITH 30"MIN.LAP SPLICE mZ�zM 17'-113/a" I I LO~L #5 VERT.REBAR IN(3000 PSI)CONCRETE I I BEND#5 BAR INTO SLAB+/-4' D n N ❑ FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) ,i Z W U 10 RECESS SLAB 3-1/2" r � MAIN EGRESS #5 BAR INTO SLAB AT 4'O.C. STUCCO FINISH FTG BELOW FINISH FLOOR N N N ❑ ❑ ® ❑ ❑ ❑ D OR ❑ ❑ ❑ ® ❑ ❑ #5 CONTINUOUS ❑ 3-1/2"STEP ❑ F-1 4"T` /F BER MESHK CONIC. STUCCO FINISH - _I I � FTG L� LL L� #5 BAR INTO SLAB AT 4'O.C. CURB HEIGHT VARIES Q 0 4 L I I P� 2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL a (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL "---------------------------------- ------------, cO K d - M co ,1 0 10 olz Ell U) 9 1 O E co Ow I - co I 0 ❑ ❑ ® ❑ ❑ CD ; FINISH GRADE("SEE ELEVATION PLAN") w Of U "' J U 12"X1� 12 w I j BL CK OLUMN — _ _ _ _ _ _ _ BLOCK COLUMN 4-O (3000 PSI)CONCRETE SPREAD FOOTING F-3 FOOTER F-1 °e o LT - U ❑ FTG ❑ Z_ FINISH GRADE O CURB HEIGHT VARIES AROUND RECESS SLAB 3-1/2" IL U PERIMETER OF GARAGE BELOW FINISH FLOOR T-10" 5'-2" T-10" 5'-2" =°o (3000 PSI)CONCRETE SPREAD FOOTING (2)#5 BARS CONTINUOUS w HOSE BIBB c 1'-1'/2' V-1'/2' M Op U U — (2)#5 BARS CONTINUOUS r T-10" V-6'/2' 6' 11" 1'6'/2' 6' 1" 16" 4'-0" 16" ❑ ❑ V-1'/2' 1'-1'/2. ❑1 1 Elo 11:11 X TYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL 10 U F10 SCALE: NO SCALE F9 SCALE: NO SCALE q 1' 3" 16'-8" V-3" 22'-2" 14'-2" v 19'-2" 364" El F- PROJECT NAME DATE 10 /28/2021 E N G I N E E R v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = V-0" PAU L WELCH INC. PnPT T I I Irl r PpnpppTi P ( lNr lw MECHANICAL o ELECTRICAL W PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W A 104 1984 SW BILTMORE ST.,SUITE#114 O 6006 SPRUCE DR , FORT PIERCE FL. 34982 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� SUIT� 103 PORT ST LUCI� �LORIDA 34983aBLVD FOUNDATION PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 •I I I 4'-8" 3'-2" 1 8'-9" T-2" 1 5'-1" 9'-7" 1'-4" 9'-7" 10'-2" F - ------------- -------- --------------------------- -------- ------------------------------------------- --- ---------------------------- -- I © I I O I I � I I I I I I I I I I O L-4 I ao 8" 6'-2" 4'-5'/2' T-2" 6-0'/z' ------------------ CV I I I I I M I ® I I I I I I I I I I I I I I I I o I I 4 • • • u f f I O ® I I I N 8F28 8F24 8F20 8F16 ' MI I I � CROSS SECTIONS 2'-3'/z' I I I I ----- --------------------- --; NOTE I CONTRACTOR TO VERIFY WINDOW& DOOR OPENING INFORMATION lV I I I O I I I OPENING SCHEDULE CASTCRETE LINTEL I I BETWEEN OPENINGS N I I (CONTRACTOR TO VERIFY) ------------ I I LINTEL SAFE APPLIED SAFE APPLIED N OPENING OPENING TYPE MASONRY BOTTOM WALL LINTEL COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD I , I 10 16070 OHG DOOR 192"X 84" 84" 8'-1" 17'-4" 8F16-lB/lT 950 200 404 100 N M 0 SH-25 38"X 63" 81" 8'-1" 4'-6" 8F16-lB/lT 6113 200 2724 100 I I I I ' I I I O3 SH-25 38"X 63" 81" 8'-1" 4'-6" 8F16-lB/lT 6113 200 2724 100 I ' I I I 8'-1" BRG. WALL '-'-----------------------------<' ® SH-25 38"X63" 81" 8'-1" 4'-6" 8F16-lB/lT 6113 200 2724 100 w/HEADER ABOVE , 38 X 63 - - - - - - - - - - - - - - - - - O SH-25 " " 81" 8'-1" 4'-6" 8F16-1B/1T _ _ _ _ _ _ _ _ _ � � � 6113 1150 2724 650 1 00 3-1/2"STEP I I ` N © SH-25 38"X 63" 81" 8'-l" 4'-6" 8F16-lB/lT 6113 800 2724 450 S.G.D.6068 4" 8'-1" X 7911 79„ _611 .G. 7 8F16-lB/lT 2661 1300 1634 600 I I O7 I I I I I � I I Q ® SH-23 38"X 38-3/8" 81vv 8'-l" 4'-6" 8F16-1B/lT 6113 2800 2724 1500 I I I IU SH-H32 26-1/2"X 26" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 550 2724 300 I I I I m JIM 10 SH-25 38"X 63" 81" 8'-l" 4'-6" 8F16-lB/lT 6113 100 2724 100 I I I I I I I 11 SH-25 38"X 63" 81" 8-1 4-6 4'-6" 8F16-lB/lT 6113 550 2724 300 I I I I I I I I N I I 12 6068 74"X 79" 7911 8'-1" 7'-611 8RF14-lB/lT 2459 550 1462 250 FRENCH PATIO DOORS ' I I 13 112 13 SH-25 38"X 63" 81" 8'-1" 4'-6" 8F16-lB/lT 6113 2724 450 800 ' L 1 OPENING AT COVERED ENTRY 81" TOP IF B EAM 9'-4" 8F16-1 B/lT 1843 250 1133 100 3-1/2"STEP , ` ,' ,�' i � i I I \\}-----------y ' I I ``}------- ---y' ,/------------- �O ------------`% 1_ 11 o L_2 OPENING AT COVERED ENTRY 81" To-BEAM 4'-6" 8F16-1 B/lT 6113 250 2724 150 I I -------------- i _� ih L-3 OPENING AT COVERED ENTRY 81" 8'-1" 4'-6" 8F16-1B/1T 6113 250 2724 150 I TOP OF BEAM - - - - •-- ---------------- -------- ---------------- - L4 OPENING AT COVERED PORCH 81" OFB 9'-4" 8F16-1B/1T 1843 200 1133 100 TOP OF BEAM - ------ ------ ------ ------ - L_5 OPENING AT COVERED PORCH 81" To 'OFB'EAM 10'-6" 8F16-lB/lT 1533 350 914 750 ` 6'-1" 10'-0" 6'-1" 14'-2" II ------------------- -------------------' I L-6 OPENING AT COVERED PORCH 81-111 O 81" TOP OF BEAM 10'-6" 8F 16-1 B/l T 1533 250 914 150 I V 1 V --------- ------------------------------------------------- ---- --- I I I I I I I ,I 1' 7" 16'-0" 1'-7" 1'-5'/z' T-2" T-10" 5'-3" T-10" T-2" 6'-11'/z" T-2" 5'-6" PROJECT NAME DATE 10 /28/2021 ENGINEER v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = 1'-o" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W INCe 7 PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERINGPORT ST LUCI PROP RTI S � W 6006 SPRUCE DR , FORT PIERCE FL. 34982 1984 SW BILTMORE ST.,SUITE#114 A 105 O EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE I MODEL MAUI COST. I EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� BLVD ., SUIT� 103, PORT ST LUCI�, �LORIDA 34983 a BLOCK & LINTEL PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 N Level 1 Bed 3 Bed 4 12x 12 12x 12 2" VTR 12 x 8 176 cfm 12 x 8 137 cfm 2" J L 176 cfm �, 137 din 50 CFM --------�--------- 7., 4"Exhaust Vent uct 30 x 18 6 Kitchen DR 887 cfm TUB L �� ❑F 8 199 10 2" STUDDO VENT 2 VTR 8x4 4' 10x 10 7,� 199 cim 42 cfm 199 cfrn F Master Bath 100 CFMuct WC 2" AIR 2„ J L Bath 2 --- 7„ Hall Bath 8x8 F 6"Exhaust Vent 2" I 211 GAP—� % 2" 114 cfm 9., 3 VTR F ❑ 12x 12 6cfm 7„ 7„ ant ��- d' J L DW �� V Bed 2 132 cfm 4 ❑F 8 x 4 3" KS 2 6�� 14 1 cfm IV Laundry 3" 4 16 x 16 Hers 9�� His L 2" 12x8 F -> 8x4 SHOWE 12 y 7„ 50 CFM 132 cfm 7 16 x 16 22 cfm 4" Duct 18 47 cfm 4 229 cfm >--'� 4"Exhaust Vent � 6" WC 2„ TUB L —311 311 Garage lox 10 � 3 " t' 2" WC lox 10 176 cfrn 176 ctn 6 8 x 8 3 DUCTS IN THE GARAGE AND 6 103 cfm 3 2" DUCTS PENETRATING THE Foyer GR WALLS OR CEILINGS SEPARATING THE DWELLING 8x8® FROM 103 cfm THE GARAGE SHALL BE F+ 3" 3" CONSTRUCTED OFA MINIMUM NO. Master Bed 3" 26 GAGE (0.48 MM) SHEET PLUMBING RISER STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR NO SCALE CLASS 1 DUCT BOARD, OR OTHERAPPROVED MATERIAL AND SHALL HAVE NO PLUMBING NOTES: 3" OPENINGS INTO THE GARAGE 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3" 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. C •O 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3�4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO �O THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SS SUPPLYAND 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 #: 1621 Air Calcs, LLC Scale: 1 : 123 Performed by Chris Bateman for: Page 1 Key Largo Spec 7550 Hidden Hammock Ln Right-Suite® Universal 2021 6006 Spruce Dr Vero Beach, FL 32966 21.0.08 RSU29066 Fort Pierce, FL 34982 Phone: 772.800.8413 2021-Sep-20 19:27:41 vickilynne@aircalcs.com ...HVAC\6006 Spruce Dr PSL Prop.rup F- PROJECT NAME DATE 10 /28/2021 E N G I N E E R Am PORT ST LUCI PROP RTI S INCOv PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = 1'-01, PAU L WELCH INC. W P R ❑ J E CT ADDRESS GARAGE SIDE LEFT MECHANICAL ENGINEERING CAL W 1984 SW BILTMORE ST., SUITE# 114 W A 106 ' 6006 SPRUCE DR , FORT PIERCE FL. 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 T O PHONE: (772)785-9888 + SHEET TITLE MODEL : MAUI OUST. EMAIL: PWELCHINC@AOL.COM N PAUL WELCH P.E. 201 SW PORT ST LUCI� a HVAC PAGE J O B NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCII, 55' 6" 24' 10" 201611 3RD BRG 10' 2" N 71 Oil 2f�1 011 21 011 21 011 21 011 21 011 21 011 21 011 21 011 21 011 21 011 21 011 21 011 21 Oil 2 1 011 6' 6�� Hatch Legend U.) Co N N `T 10 CO Co1 Q 8'- 1 A. F. F CJ1 CJ1 CJ3 CJ3 0 co CJ5 = CJ5 EJ7 8'-V CLNG EJ6 5' 7 1/4' TRUSS END DETAIL EJ7 EJ61 12 ////Z: 2ND BRG PLUMB CUT OVERHANG 6 EJ7 EJ62 M EJ7 EJ63 Ln M r 4-1/2" 00 0 U U U '� HEEL HEIGHT M A I L�_�Uzb EJ6zF_ 1 \\ EJ7 0 CJ1 N « "' EJ7 8'-1" 11L p CJ3 EJ7 xI p V-0" p CJ5 EJ7 2' " 2' 0" 2' 0" , 811 ,21 0" 7' 0" N EJ7 EJ7 IN 1 V L >> 8'-1" CLNG o EJ7 _ EJ7 0 0 Ln I EJ7 Ln EJ7 EJ7 TRUSS CONNECTOR SCHEDULE EJ7 8' 1' RG 0 N � EJ7 EJ7 CONTRACTOR: PSL PROPERTIES AHU 00 2ND BRG 81 EJ71 OWNER: SPEC HOME 12 LT » " F + L EJ71 TRUSS NOTES: _ TRUSS MFGR: BUILDERS FIRST SOURCE 1)ALL ROOF TRUSSES TOBE DESIGNED BY TRUSS COMPANY'S ENGINEER. C3 O 2)CONTRACTOR TO PROVIDE ENGINEER.,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE EJ71 INSTALLING TRUSSES. LAYOUT DATE: 09/08/2021 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. xI 4)CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS,AND C4 - DIMENSIONS BEFORE ORDERING,AND INSTALLING TRUSSES. 2 CUT-SHEET DATE 09/24/2021 O 8'-1" CLNG EJ72 5)SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS � V2 r' C5 o TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR 1 N EJ73 ID POINT UPLIFT ID UPLIFT DESIGN FASTENERS NOTES o � C6 N 1 = _ _ = A9 1ST&3RD 1477 (1)HETA 20 1810 (8)16d G1 = A9 2ND 3000 (1)MGT 3965 (22)10d&(1)5/8"A.B. 2 0 �p CJ1 _­1 CJ1 N 67 1ST 1239 (1)H ETA 20 1810 (9)10d X 1-1/2" K1 B7 2ND 1432 (2) MTS 16 2000 (14)10d X 1-1/2" G1 1ST 1253 (1)HETA20 1810 (8)16d CJ5 V4 CJ5 N N N CV N N 1' 6" G1 2ND 1880 (2)HETA 20 2500 (12)16d �`l' U W W W W W W U GABLE ENDS CONT. 267#PLF (1)HETA 20 1810 (9)10d X 1-1/2" SEE GABLE END DETAIL A108 o V3 � CJ3 CJ3 O VALLEYS CONT. 100#PLF ( ) MTS 16 1000 (14) 10d X 1-1/2" � 1ST BRG 1 STRAPAT EACH END AND 24"O.C. 2ND BRG ALL OTHERS CJ1 CJ1 AT CBS EACH <1800# (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING BEARING ALL OTHERS ATFRAME EACH <1000# (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING BEARING M L0 rl- rl- rl- rl- Lo M � U U U W W W W U U U �� 1 ST BRG VALLEY TRUSSES MAY BEATTACHED WITH SIMPSON VTCR w/(4)#9SD X 2-1/2"TO 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. 19' 2" 6' 1" 10' 0" 6' 1" 14' 2" 2O USE SIMPSON STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.) 22' 2" O3 (1)HDU4 w/(10) SDS 1/4"X 2-112"&(1) 5/8"A.B. ( MAYBE USED IN LIEU ON CONNECTOR SPECIFIED 55' 6" NOTE : FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175#UPLIFT OR LESS, PROVIDE"SIMPSON" HTSM WITH (4) 1/4"X 1-3/4"TITEN,AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175#UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS F- PROJECT NAME DATE 10 /28/2021 E N G I N E E R v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = V-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W m3 PROJECT ADDRESS : GARAGE SIDE : LEFT CIVIL ENGINEERING W A 107 1984 SW BILTMORE ST.,SUITE#114 O 6006 SPRUCE DR , FORT PIERCE FL. 34982 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� a TRUSS LAYOTU PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, PORT ST LUCI�, �LORIDA 34983 19/32" ROOF SHEATHING O PRE-ENGINEERED ROOF TRUSSES ROOFING UNDERLAYMENT PER PLAN 0 0 0 0 @ 24"O.C.COVERED BY 19/32" SIMPSON MTS 16 w/14-10d 4 PLY CDX PLYWOOD NAILS PER CONNECTOR SCHEDULE (3) 16d NAILS (TYPICAL) (SEE NAILING DETAIL) EACH SIDE OF RIDGE N HEAD: 3/16" X 3"TAPCONS @ 12" O.C. (TYPICAL) 6 SIMPSON STRAP PER SCH. DOUBLE 2"X4"TOP PLATE 2"X WOOD FASCIA ~ w/ALUM. DRIP EDGE O 1 EXTERIOR CEILING TO BE PROVIDE (2)2"X12"YP HEADER i CONT.GALV.MTL DRIP ;,, w/FLITCH PLATE GLUED&NAILED SOFFIT(SEE DETAIL) (7 — STUCCO OVER WIRELATH z CV OVER(PT)1 X 2�I ;� 1/2" DRYWALL w/10d NAILS @ 8"O.C. STAGGERED 1/2" X 5-1/2" REDHEADS w/2" DIA. X 1/8"WASHER w/11GA.2"NAILS w/3/8"DIA. (WALLS&CEILINGS) BOTH SIDES DOOR OPENINGS. z 8"BEAM BLOCK HEAD @ 6"O.C.OVER @ 2"X 4" LADDER FRAMING @ 12" O.C. W (TYPICAL) 2"X 6"IRS SPRUCE FASCIA (1)#5 BAR FILLED 3/8"METAL RIB LATH @ 6" O.C.w/(2 LAYERS OF 15# 1/2"STUCCO EXPANSION JOINT O w/300o PSI CONCRETE FELT OVER EACH 1/4"X 3"TAPCONS @ 12"O.C.TO 2"X4"STUDS @ 16"O.C. SOFFIT PER DETAIL 8"X 8"PRECAST LINTELS FRAMING MEMBER) BLOCK WALL OR 1/2"X 5-1/2" W/(1)#5 BAR FILLED � SPH-4 TOP&BOTTOM EACH STUD STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS 0 O REDHEADS @ 24"O.C. p w/300o PSI CONCRETE WITH 3/8" DIAMETER HEAD @ 6"O.C. OVER(2) LAYERS N OF (15#FELT OR TYVAK BUILDING WRAP)OVER 15/32" p 2"X 6" (PT) OR 2"X 8" (PT) BUCK (TYPICAL) TEXTURED STUCCO FINISH - R-11 INSULATION CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6"O.C. f� (2)OR(3)#5 P.T./2" DI BOTTOM PLATE PERIMETER AND FIELD. W/ 1/2" DIA. X 12"A.B' CEILING PER PLAN VERTICAL RUNNING IN TIED TO DOWEL —TEXTURED STUCCO FINISH @ &RUNNING INTO BEAM BLOCK NOTE: 24"O.C. OR 5/8" DIA. X 6" GABLE END TRUSS IN 3000 PSI CONC. REDHEADS @ 24"O.C.w/ O PROVIDE SIMPSON N SPH-4 HURRICANE WASHERS. 2"X4"SPRUCE OR BETTER LATERAL BRACE(2)OR(3)#5 VERTICAL DOWELS 16"X 16"X 8"CONCRETE BLOCK COLUMN 16d COMMON NAILS @ 12"O.C. w/30"LAP SPLICE OR @TOP&BOTTOM PLATES @ @ 6'O.C. FASTENED TO TOP OF BOTTOM GARAGE FINISH FLOOR FROM FOOTER 8"X 16"CONCRETE BLOCK COLUMN 16"O.C.w/10-10d NAILS. CHORD OF TRUSSES WITH (2) 16d NAILS CSEE FOUNDATION PLAN 1 MONOLITHIC FOOTING w/ EACH,AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" FOR SIZE&SPACING J CONCRETE SLAB (2)#5 BARS CONTINUOUS 4 TRUSS BACK HETA 20 AT 48"O.C.WITH (9) 10d X 1-1/2" O PER FOUNDATION PLAN NAILS EMBED STRAP IN BEAM 4" o 777\FOOTING F-1 P.T. 2"X 8"CONTINUOUS WITH 1/2" GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE r _ "J " BOLT OR 1/2"X 5-1/2"WEDGE JIN ANCHOR AT 24"O.C. WITH 2"X 2" (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) X 1/8"WASHERS NOTE: 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) PORCH POST DETAIL INTERIOR STEP DOWN BEARING WALL SECTION PROVIDE RAKE BEAM @VAULTED GABLE ENDS 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE GABLE END DETAIL TRUSS VERTICAL WEB NOTE : INTERIOR BEARING WALL WITHOUT STEP SIMILAR TAPCONS AT 12" O.C. NO SCALE NO SCALE 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2"X 4"T-BRACE WITH 16d NAILS AT 8 INCHES O.C. BATT INSULATION TRUSS BOTTOM CHORD PRE-ENGINEERED ROOF TRUSSES @ 24"O.C.COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) 12 6 SIMPSON STRAP PER SCH. 8"X 8"BEAM BLOCK w/(1)#5 BAR 1/2" DRYWALL CEILING CONT. IN(3000)PSI CONCRETE CONT.GALV.MTL DRIP i EXTERIOR CEILING TO BE OVER(PT)1 X 2�� STUCCO OVER WIRELATH FRAME TO MATCH ^/11GA.2"NAILS w/3/8"DIA. HEAD @ 6"O.C.OVER 2" X 4"TOP PLATE OR 1-1/2"X 3-5/8" 3/8"METAL RIB LATH @ 6" METAL RUNNER 2"X 6"IRS SPRUCE FASCIA 12"BLOCK O.C.w/(2 LAYERS OF 15# FELT OVER EACH 8"PRECAST LINTELS FRAMING MEMBER) SOFFIT PER DETAIL W/(1)#5 BAR FILLED 2" X 4" WOOD FRAMING @ 24" O.C. W/3000 PSI CONCRETE OR 1-1/2" X 3-5/8" METAL STUDS TEXTURED STUCCO FINISH 1/2" DRYWALL BOTH SIDES (1)#5 VERTICAL REBAR TIED TO DOWEL (TYPICAL ALL WALLS INCLUDING GARAGE) &RUNNING INTO BEAM BLOCK TEXTURED STUCCO FINISH IN 3000 PSI CONC. (1)#5 VERTICAL DOWELS 12"X 12"CONCRETE BLOCK COLUMN w/30"LAP SPLICE FROM FOOTER 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL CSEE FOUNDATION PLAN 1 RUNNER w/TAPCONS OR CUT NAILS @ FOR SIZE&SPACING J CONCRETE SLAB 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) PER FOUNDATION PLAN FOOTING F-1 ° a �o 6L,�, ff m 4 EXISTING FLOOR ppiolipiggpq FRONT PORCH POST DETAIL NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) NO SCALE 16d NAILS EACH END (TYPICAL) TYPICAL INTERIOR NON-BEARING WALL DETAIL ROOFING / UNDERLAYMENT /SHEATHING NO SCALELL��//AALLLL pp�� �,FXR4T,YLA'B8 -FRAWTRP12" INCHES O.C. SOFFIT PER PLAN ALUMINUM DRIP EDGE OVER 1 " X 2" P.T. q° 2" X 6" PRE-PRIMED SPRUCE FASCIA EAVE a 3 2 3 TRUSS BY TRUSS COMPANY STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A= 5 FEET AWRAL NOTE # 13, SHEET A100 2 ROOF SHEATHING ATTACHMENT REQUIREMENTSMAITAU I—I I h Li 2 ZONE 1� NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ROOFING / UNDERLAYMENT /SHEATHING Q w �3 2 z RIDGES 2 w ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD PER TYPICAL WALL SECTION a 00 ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD 1 NOTE O - 2 2 �F�- ROOF SHEATHING SHALL BE 19/32"THICK CDX CEILING PER PLAN °$ JP PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING-SHANK NAILS Q 3 2 3 3 2 3 lit (PER FRC803.2.3.1) SPACED PER ZONE TRUSS BY TRUSS COMPANY °$'!o DESIGNATIONS AS SHOWN ABOVE. EAVE I '_ A olso= BOSTON HIP DETAIL NOTE : NO SCALE TRUSS TO WALL OR BEAM PER ROOF SHEATHING NAILING ZONE TRUSS CONNECTOR SCHEDULE PROJECT NAME DATE 10 /28/2021 E N G I N E E R C] PROPOSED KEY LARGO SPEC HOME SCALE : 1/4" = 1'-0" PAU L WELCH INC. F. W MECHANICAL o ELECTRICAL W • 7 PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING W 6006 SPRUCE DR , FORT PIERCE FL. 34982 1984 SW SAINT LU IE, SUITE#114 A 108 O 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� BLVD ., SUIT� 103, PORT ST LUCI�, �LORIDA 34983 0. DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 STUCCO CEMENT FINISH CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK (SEE WATER PROOFING NOTE# 1 ) (TYPICAL) STUCCO CEMENT FINISH c-- a FILLED CELL AT JAMB BLOCK(TYPICAL) CORROSION RESISTANT FLASHING ° _ c CMU WATER RESISTANT COATING PER WATERPROOFING NOTE#4 d ® (SEE WATER PROOFING NOTE# 1 ) A 1"X 3" P.T. WOOD FURRING ALL(3) SIDES CONTINUOUS. 4 4 e 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK 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 PRODUCT APPROVAL 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 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER PRECAST CONCRETE WIND RESISTANT FLUSH WATERPROOFING NOTE#6 N ° ° 3/8" SILLAS 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 SETSILLINFULLMORTARBED 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 OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, 1"X 3" P.T. WOOD FURRING ALL(3) SIDES CONTINUOUS 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 BUCK AND 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) NO SCALE AND THE WINDOW/DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. F- PROJECT NAME DATE 10 /28 /2021 E N G 1 N E E FZ v PROPOSED KEY LARGO SPEC HOME SCALE 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL c ELECTRICAL W PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERINGPORT ST LUCI PROP RTI S INCe m3 W A 109 ' 1984 SW BILTMORE ST., SUITE# 114 0 6006 SPRUCE DR , FORT PIERCE FL. 34982 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� a DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103f LUCII,