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HomeMy WebLinkAboutBUILDING PLANGENERAL NOTES THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. Paul Welc Digitally signed by Paul Welch Date..2021.12.16 12:06:47-05'00' FDOH in St. Lucie County Environmental'H,palth Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #*Sr-Z Z 4* & Well # Date: Reviewer: PLAN SHEET INDEX SHEETA100 COVER SHEET SHEET A101 FLOOR PLAN SHEET A102 ELEVATIONS SHEET A103 ELECTRICAL SHEET A104 FOUNDATION SHEET A105 BLOCK & TIE BEAM SHEET A106 HVAC & PLUMB. SHEET A107 TRUSS LAYOUT SHEET A108 DETAILS SHEET A109 DETAILS SHEETA110 NIA SHEET A111 NIA PLAN SHEET INDEX „f wazs9�s ;. yi Sf.AIIE OF j/k 5604 HICKORY DR., FORT PIERCE, FL 34982 CONSTRUCTION BY PORT ST LUCIE PROPERTIES 201 SW PSL BLVD UNIT 1035 PORT ST LUCIE, FLORIDA, 34984 MODEL : (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089W. WWPSLPROP.COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED SPEC HOME OCCUPANCYTYPE:.iR.- STREETADDRESS : 5604 HICKORY DR., FORT PIERCE FL. 34982 CONSTRUCTION TYPE:. V PERMIT NUMBER: CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2020 EDITION WITH: X SUPPLEMENTS AND ASCE 7 16 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING 3. RISK CATEGORY : 1- II X III - IV- EXPOSURE CATEGORY: 8 _ C X D _ 4. DESIGN WIND VELOCITY: 160 MPH 124 ASO NIA LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: 12.2' ROOF PITCH: 6112 PARAPET: NIA FT, 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQaFT. @ 10'MRH) ZONEI: + 26.6 ZONE 2: + 26.6 ZONE 3: + 26.6 ZONE 4: + 35.6 ZONES: + 35.6 GARAGE: + 30.3 50.7 81.0 96.1 38.7 47.7 37.0 7. DESIGN LOADS: FLOOR: 40 PSF ROOF I DEAD: 5 PSF ROOF I"LIVE: 20 PSF BALCONY' NIA PSF DOCK: NIA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING • NIA PLF / CONCENTRATED B. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES -X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOT APPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES AS WITNESSED BY MY SEAL I HEREBY CERTIFY THAT THE INFORMATION INCLUDED , WITH THIS CEERTIFICATION IS TRU AND CORRECT TO THE BEST OF MY KNOWLEDGE , AND BELIEF. NAME: PAUL WELCH., P.E. CERT,# & CO. CERT AUTH. 29945 DESIGN FIRM: PAUL WELCH INC. DATE: ADDRESS: 1984 SW. BILTMORE ST.. PSL FL. 34984 PORt ST LUCK PROP�RiI�S. INC. 1�111�111�111�111�111�111�111�1 ICI ICI ICI ICI ICI ICI ICI ICI �I�I ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C AREA TABULATIONS LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME : 14, 793.28 SQ. FT. PAUL WELCH INC. PAUL WELCH, P.E. REG. 29945 PROJECT.. NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS 5604 HICKORY DR., FORT PIERCE, FL 34982 SHEET TITLE : COVER PAGE DATE 09 / 28 / 2021 GARAGE SIDE RIGHT EXPOSURE 160C MODEL KEY LARGO JOB NUMBER : 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFYALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS, 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION, 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4A THROUGH R402.4.4, 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3, ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH 2) A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH•EFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUITARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS, 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 OUTDOORS AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, , OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OFALL BEDROOMS, 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, THE NEC (NFPA 70) 2017 EDITION. ADDITIONAL NOTES 1) INTERIOR TO BE'/," DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.'/,"THICK WITH (13 GAGE, 1 3/8" LONG, 19/64"HEAD ; 0.098" DIAMETER, 1 '/." LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 518" 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 INCOMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2), 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE•DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER, EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR•CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB /FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, SEE PLAN FOR SIZES & STEEL REQUIREMENTS, 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3'BEAMS: 1 %"SUSPENDED SLABS: 1 1/2" 6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS, 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA, 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN, LAP SPLICE FOR BOND BEAM. " 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8 fd HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUALTO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED, ENGINEER I - MECHANICAL CIVIL ENGINEERING ya*;"� Ha.299+15 : • � W 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL STAEE W 'e PHONE : (772) 785-9888 88 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO, 29945 16" X 16" X BLOCK COLUMN BIBB Q SH-H32/TEMP. '� M.BATH 8'-1" FLAT CEILING WC CLOSET � ih 4� T T 2666 PKD I I MASTER BEDROOM Simi" FLAT CEILING 9'-1"COFFER CEILING I I I i I ( L— — — — — J SH-25/ CRESS J BLOCK O COLUMN H. BIBB SH-25 / EGRESS PRECASTLINTEL ® IM PRECASTLINTEL _ _ — — ® _ COVERED PORCH 8'-9" FLAT CEILING SH-25 / TEMP. -----' O O '--DW-'--- ' DOUBLE SINK' o c� o 11111I' w/ NOOD KITCHEN B'-1" VAULTED . 34 l/2" HIGH KNEE WALL 9 36"HIGH BAR 3-12'STEP 6068 SGD DINING ROOM 8'-1"VAULTED — APEX OF VAULT N N GREAT ROOM 8'-1" VAULTED �I M y �I o I BLOCK COLUMN` FLOOR PLAN FOYER B'-1"VAULTED 6068/ 1 LITE/ IMPACT 3-12'STEP I� ENTRY IO 1" FLAT CEILING PRECASTLINTEL — 1 BEDROOM #4 Simi" FLAT CEILING SH-25l EGRESS BEDROOM # 3 8'-1" FLAT CEILING 9 5068 I BF —` i D O a CLOSET sosa / eF ROD & SHELF CLOSET ROD & SHELF Uml 1 I ® ® N U I I U 3 p 11 4'VANITY ?i _ M ATH m N 2868 ® _ O n 4 �O 11'-2" FURR-OUT U 0 N 3 z .2" O N m M BEDROOM # 2 81-1" FLAT CEILING ® U 6-0W WALL ® N w Y " 8'-1" BEARING WALL N U W D LL AND HEADER NOO :Q w II-- LL N O S W D] •co = 'n In m n `« w1 Oro To UTILITY RM. N p U WP PA &DRAINILINE N D. 8'-1" FLAT CEILINGIO � 10'-0" HEADER 2D MIN. FIRE 3aanSTEP ZATED DOOR U AHU WH 'BEARING WALL O m N 2" CURB ¢ 0 BEYOND WALL PROTECTION U PROTECTION ----r---� — , —'-PG6-F.— — p LL POST ® UTILITY SLAB 224/2" x 51 `r , ATTIC ACCESS I I K (PULL ON, STAIRS) ; 'I ; FPL METER ELECT. PANEL ( g ® AC m 3 cZa I I z O LIGHT ATTIC STORAGE I, 1 0 ® ®®® I GARAGE I N OM ® I a'-1" FLAT CEILING I _ _ _ _A.F.F. SH-25 4 4" a 1 " X 12" ; I LOCK COLUMN I w 3/4" FURRING STRIPS I w w y IS AND 1!2"DRYWALL Is m O m I (TYPICAL) I 17'-10%n" -I HOSE BIBB 0 I PORT ST LUCIE PROPERTIES COPYRIGHT 2021 , I _.. KEY LARGO REVISED IL 0 PORT S1 LUCK PROP�RiI�S. INC. F PROJECT NAME PROPOSED KEY LARGO SPEC HOME IV PROJECT ADDRESS Q 5604 HICKORY DR., FORT PIERCE, FL 34982 SHEET TITLE Q. FLOOR PLAN PAGE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) 5V CRIMP METAL ROOF OVER POLY GLASS UNDERLAYMENT FL # 5259.1 CONT. ALUMN. MTL DRIP OVER (PT)1 X 2 2" X 6" PRE -PRIMED SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER CSEE FOUNDATION PLAN) FOR SIZE & SPACING ) TOP OF SLAB `t' GRADE 4" SOFFIT DETAIL NO SCALE DATE........._—.._....%.Z ..—_........ • 09 8 / 2021 SCALE 1/4"=1'-0" rE ARAGE SIDE: RIGHT XURE16000DEL KEY LARGO J�BNUMBER: X 6" PRIMED &PAINTED S SPRUCE x 22" SCREENED INTS AT 72" O.C. 1CC0 OVER WIRE LATH w/ 11ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 15 #FELT OVER EACH FRAMING MEMBER) MECHANICAL ENC-,,INFER PAUL WELCH INC. a ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0, 29945 INSULATION 1/2" DRYWALL @CEILING (TYPICAL) 8" X 8" BEAM BLK. 3000 PSI CONCRETE FILLED CELL 8" PRECAST LINTELS ALL OO DOOR AND WINDOW OPENINGS pUL j & FILLED W/ 3000 PSI CONCRETE o w FURRING STRIPS cn @ 16" O.C. WITH FI-FOIL z INSULATION "- 1/2" DRYWALL � (TYPICAL) L- 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH � TYPICAL WALL SECTION (CONCRETE BLOCK /LINTEL U-BLOCK CONSTRUCTION) NO SCALE PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 8f,8"X 57'-0" AREA TABULATIONS LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45SQUARE 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 VERIFYALL DIMENSIONS ON SITE, LIVING AREA VOLUME : 14,793.28 SQ. FT. i .a'i ry STJ,iE OF' r s N ------ ------ +/-18'-10"TO RIDGE 21 01 FRONT ELEVATION SCALE : 1/4" =1'-0" OPENING I.D. � OPENING I.D. OPENING I.D. OPENING I.D. �� ❑ 11 � 11 21 21 03 REAR ELEVATION SCALE : 1'-0" INf U I DEFT ELEVATION � SCALE : 1/4" = 1'-0" U I RIGHT ELEVATION CALCULATE ATTIC VENTILATION CEILING = 2396 SQUARE FEET 2396 / 150 = 16 REQUIRED VENTILATION 212.0 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 32.39 SQ. FT. 12 16.2 SQUARE FEET AVAILABLE FOR CROSS VENTILATION, 16.2 SQUARE FEET> 16 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS at7 72" ON CENTER ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. v OPENING AREA �I INTERIOR ZONE 0 END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE tQ 10 +35.6 PSF 38.7 PSF +35.6 PSF 47.7 PSF 20 +34.1 PSF -37.0 PSF +34A PSF 44.5 PSF �3 50 +32.0 PSF -32.OPSF +32.0 PSF 40.2 PSF a 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF I. DESIGN PRESS RES PER ASCE 7.1 O z EXPOSURE 160-C PALIL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE To SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO, 29945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 81'-81IX 57'-0" AREA TABULATIONS LIVING AREA 1799SQUAREFEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR ,SHALL VERIFYALL DIMENSIONS ON SITE. LIVING AREA VOLUME : 14, 793.28 SQ. FT. s•� Q9e ST85E G' .'.� \J `1 WWOFI r- Him GF -(3Fl O o ;` DWGFt-- GFI r DOUBLE SINK ' w/DISP. RANGE AN, w/HOOD J FIN j@46 Er ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT OT GFIOUTLET Yi' 3-WAY SWITCH $3 SD/CO DETECTOR QD GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES PUSH BUTTON ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET gP) SERVICE PANEL ® U 110V OUTLET G� SERVICE METER r� CEILING FAN 220V OUTLET QIP LIGHT FIXTURE e � LJ 4-PLEX OUTLET WALL MOUNTED x SWITCHED OUTLET LIGHT FIXTURE LIGHT FIXTURE � 1 CEILING FAN SPECIAL PURPOSE ® w/PULL SWITCH \PJ w/LIGHT JUNCTION BOX O RECESSED LIGHT A/C DISCONNECT VAPOR PROOF x PHONE OUTLET RECESSED LIGHT 1� TV OUTLET FLOOD LIGHT FLOOR OUTLET c DISK LIGHT `DJ SCONCE PREWIRE � NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210A2(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 l T - SD/CO I 4.It I � i I � I 1 1/2' WALL ®VTR I r NI'F D \ rJ �\ GFI 0 o o PROTECTION ;- --- -— �— — — — — — — iPOST tATTIC ACCESIS 1 I -I ELECT. PANEL i \ I I i ' I \J I I I \J r I : I I GFI I ' I I POR1 St LUCID PROPfR11�S. INC. GEN. SWITCH FPL METER D+ DISC. � 220V /I\ O ELECTRICAL LOAD CALCULATIONS PER NEC 1 1799 SQ. FT, AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5397 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 40597 VA FIRST 10 KW @ 100% REMAINDER @ 40% TOTAL : A/C HEAT Cad 100% TOTAL : 32238.8 134.33AMPS USE 150 AMP SERVICE, 240 10000 12238,8 22238,8 10000 32238.8 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75 % OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS, (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES, 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS, 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS, 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 3 # 1/0 IN 2" C —.ELECT, SERVICE "EP„ O150 1z0/& M 2 1m MBR 150A MLO 3#1/0,#622"C # 6 CU GROUND TIED TO BUILDING STEEL, CWPAND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE : USE ALL COPPER WIRE NO SCALE PROJEGT NAME DATE : 11/09/2021 ENGINEER PROPOSED KEY LARGO SPEC HOME SCALE : 1/4"=1-0" PAUL WELCH INC. W MECHANICAL o ELECTRICAL 7 PROJECT ADDRESS rG=ARAG3EIDE : RIGHTCIVIL ENGINEERING 5604HICKORYDR.,FORTPIERCE,FL34982 E160C 198PORT4 SW 8INTOLUCIE,FLU34984114 PHONE: (772) 785-9888 HEET TITLE KEYLARGO EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. ELECTRICAL PAGE ER FLORIDA REGISTRATION NO, 29945 55'•6" 16"X16"XB" 16"XB" BLOCK BLOCK 4'-0" COLUMN COLUMN HT- BIBB PRECASTLINIEL = m PRECASTUNTEL m '.'. ® Ell O f7 m ® - - - - - - - - O O. RE CESS LAB 3Al2" 'o o .I FINISH FLOOR ti. O a O LL O v �.. " rL a, a 4" THICK (3000 PSI) CONCRETE SLAB J N `O F-1 ~ I w/ FIBERMESH OR 616" F-fi 10/10 WWM m ' mQ OVER VAPOR BARRIER ON CLEAN FTG I COMPACTED CHEMICALLY TREATED FILL G q o 5'-8%" 3'-10" 3'" 6'-10" d' in 3.12•STEP m FTG 4'-11'/" 1'-9%" 2'-11Y" JIM 4,_g„ M o 0 17,_2„ HS�S� BIBB M 71_711 Fn 4,_8„ F-1 � v E_ m m o o LAv a " 3 0 0 Y M I REF. M y _ LL IL TILED SHOWERI i m (RECESS 3-1/2") Nit V F 9 - - - - - - - - ' I G m ® VTR F g,-3„ 4" THICK (3000 PSI) CONCRETE SLAB - rM w/ FIBERMESH OR W/ 6" 10/10 WWM 8'-1" BEARING WALL o OVER VAPOR BARRIER ON CLEAN AND HEADER Ell COMPACTED CHEMICALLY TREATED FILL u q TG d 17'-2" 00 m - - TOP OF SLAB N ':I I 3.12"STEP I AHUI �I -_ -W, -m 8'-1" BEARING WALL :.I ! C A/C CHASE O- , o m I 2"CURB © BY PLUMBER [] L) \ BEYOND WALL PROTECTION, i POST -.17 UT HTY n F-5 77 F_g FTG I I g,_3„ ( FPL METER pp G ;. I I ELECT. PAN o II U 7 18'-3%lt II o 4 I I t7 I) MAIN EGRESS F-1 m E Im m ® DG R ® m ® ®© N N N V'D 3-12"STEP • m i4 FTG I ^.i W „. 4 --------w---------------------" m 4y m m Di, o� I m a m m G m SI N B' a a ? og = q X 12" ( 12" X 1 U N `, O a L) B OCK COLUMN BLOCK OLU N • • w paoTERFt - - - FFm3 c� f ® p RECESS SLAB 3-1/2" CURB HEIGHT VARIES AROUND ' 5'-2" 3'-10" 5'-2" TAW BELOW FINISH FLOOR PERIMETER OF GARAGE o v i I U1-i HOSE BIBB 6'-1" 1'-6%" 6'-11" 1'-6%" 3'-1 Ut FOUNDATION PLAN 5�rwwn I-oU ttUU `o Z0 �w K U :off a=m o: oho yK> �mW 30 Z -� #5 REBAR O M 4" �CONCRETESLAB it F. FLOOR FINISH GRADE - 510 - i° ° - L _ CO Z ° (2) # 5 MINIMUM CONTINUOUS, iV 16" 3" COVER MIMIMUM. F1 BEARING FOOTING SCALE: 1/2" = 1'-0" ��—#5 REBAR Z_ II 7-5/8" CURB O M CONCRETE SLAB 4" FINISH GRADE °, Z o -• _ CONCRETE N 16" (2) # 5 MINIMUM 3" COVER M MIIMUM CONTINUOUS, 4" F3 CURB SECTION SCALE: 1/2" = 1'-0" II II i1=m=m=m=lTi=m= �IIJEl�(Eilll=l�=III=y =111=1,=III=111'=11I Illclil_III=111=illcl� FINISHED FLOOR —I R-,.—CONCRETE SLAB IIIC111�1►. 1�1�11 �111_III_I�._ _ _I11=111_III_II L■� e•• � _.tee • • COVER ® • BRIG. 1 Z 111 I #5 REBAR M � CONCRETE SLAB \B� F. FLOOR - - - 16° 4' (2) # 3MINIMU CONTMIMIMINUOUS, F6 EXTERIOR STEP SCALE: 1/2" = 1'-0" # 5 REBAR WITH 30"MIN. LAP SPLICE #5 VERT. REBAR IN (3000 PSI)CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH CURB HEIGHT VARIES (2) # 5 BARS CONTINUOUS AT 12" O.C. VERTICAL FINISH GRADE 15" \(3000 P51) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE # 5 REBAR WITH 30"MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 P51) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) III - IIIY III +w�s��o■ 'III _ E-=III=111=111=111=111=111= �-` lm n=1T1= =lgam=III lit != n=ITI=m=OIdTI_ITioili- -111�=111=111=111=111=111=111= •`ill 'FINISH GRADE (NSEE ELEVATION PLAN") 11= II-111-111-ill-111_Ii1-111 m=�anl=m=m=l9-l9- . =I-n=m=1T1=m=01=1=n1= �.3000 PSI) CONCRETE SPREAD FOOTING tTl=m=m=1'n=1T1=m=m=(( �vl 1=11E IL-11=III-ITI=111=111=111=111i]'SHE II=-t� -elll E111=111=111=111=110111= IIII !_ ITN-1TI 11=11=111=111=111=III=111=111_ E :111mIIIn =1—nn=�=1T1=1n=1n=alliall n= n=1T1=ITI=ITI=1T1=m=I6- .�= 11-111-111=iTl=Ills - -m=m=ili=1-n=m=m=1T1= n1.=1'n=nl=m=ln=m (2) 5 BARS CONTINUOUS n=_ PI_ITi_1u51T151Ti=_n�nli7v •1�1-n=_nl_1na:nun_ ®STEM WALL FOOTINGDETAIL •SCALE PROJECT NAME DATE : 11/09/2021 ENGINEER PROPOSED KEY LARGO SPEC HOME SCALE 1/4"=1'-0° PAUL WELCH INC. "�'����`< • 7 MECHANICAL ELECTRICAL t rf Na 28915 t1 r' W A 104 PROJECT ADDRESS C GARAGE SIDE : RIGHT = , CIVIL ENGINEERING _ ! , , 1984 SW BILTMORE ST., SUITE # 114 z 4 + r 5604 HICKORY DR., FORT PIERCE, FL 34982 EXPOSURE: 160 C PORT SAINTLUCIE, FL s g� 5TA5E Q DF ' (3 PHONE : (772) 7851,9888 SHEET TITLE MODEL: KEY LARGO EMAIL; PWELCHINC@AOL.COM 201 SW PORT ST LUCIf BLVD., SUITE 103, PORT ST LUCIf, f LORIDA 34983 a FOUNDATION PAGE JOB NUMBER : FLORIDAPAUL WELCH RE. REGISTRATIONN0.29945 9 10'-2" 9'-7" 1'-4" 9'-7" 5'-1" 3'-2" 8'-9" 3'-2" 4'-8" �. ,�i i i L-5 L-6 © � � I O Y � I � ' � I \ � 4 m � � I L-4 i ' ' N I ' ' ® ' ci I i � I I I ' ' 1 I 1 ' © O 1 i ' � N O M r O � r ' r r r r �, >------------� r r r 1 N O M 1 r r , ' ' 8'-'1," BRG. WALL ' ,'------------------------------• w/HEI�QERABOVE ir / - - - - - - - - - - - - - - - - - - - - - - - - - - ' r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N I 3.72' STEP � � � I II � � II �i � ' J II J ' ' Q II r i II '�� I � � r � I � � � [0II � i r II ' ' � i � r II r r � II � � � � r q ' r II � a 1¢ 13 II � � a � � 11 � I I i i r r ,-----------T----------- � r `�� ` ' ' �'' r �� �' � 3.72'STEP `� , , i � � i I � I i Cj��' ' , � , i r i i t ' �.' ' T ' i i r i i .� , � i r � � � r i i i -- -------------•-,----- ------ - • � ' � ' r 14'-2" 6' 1" 10' 0 6,_1„ i � ' �. r r o'-------------------•-------------------^ r ' 1 'r �� �.� �.'� 5'-6" 3'-2" 6'-117/" 3'-2" 3'-10" 5'-3" 3'-10" 3'-2" i'-5'/:" 1'-7" 16'-0" i'-7" BLOCK &LINTEL PLAN SCALE: 1 /4" = 1'-0" Nf ,' 1 ' ' t' ' ' , , , PROJECT NAME PROPOSED KEY LARGO SPEC HOME � PROJECT ADDRESS O 5604 HICKORY DR., FORT PIERCE, FL 34982 SHEET TITLE 0• BLOCKAND LINTEL PAGE i�i i■i � � �■� 8F28 CROSS SECTIONS NOTE: CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETELINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD O 16070 OHG DOOR 192" X 84" 84" 8'-1" 17'-4" 8F16-1B/1T 950 200 404 100 SH-25 38"X63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 200 2724 100 O3 SH-25 38" X 63" 81" 8'-1" 4'-6" SF16-1B/1T 6113 200 2724 100 ® SH-25 38"X63" 81" g'_1" �.,4'-6" 8F16-1B/1T 6113 200 2724 100 O SH-25 38" X 63° 81" 8'-1" 4'-6" 8F16-1B/1T 6113 1150 2724 650 © SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 800 2724 450 O 6068 S.G.D. 74" X 79" 79" 8'-1" 7'-6" SF16-1B/1T 2661 1300 1634 600 ® SH-23 38"X38-3/8" g1" g'_1° 4'-6" 8F16-1B/1T 6113 2800 2724 1500 O9 SH-H32 26-1/2"X26" 81" 8'-1" 4'-6" 8F16-18/1T 6113 1100 2724 600 10 SH-25 38"X63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 100 2724 100 11 SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-18/1T 6113 550 2724 300 12 6068 FRENCH PATIO DOORS 74"X79" 79" 8'-1" 7'-6" SRF14-1B/1T 2459 550 1462 250 13 SH-25 38" X 63" 81" 8'-1" 4'-6" 8F16-18/1T 6113 800 2724 450 L-1 OPENING AT COVERED ENTRY 81" 8'-1„ 9'-4" 8F16-18/1T 1843 250 1133 100 TOP OF BEAM L.2 OPENING AT COVERED ENTRY 81" 8'-1" TOP OF BEAM 4'-6" 8F16-18/1T 6113 250 2724 150 L-3 OPENING AT COVERED ENTRY 81" 8'-1" 4'-6" 8F16-1B/1T 6113 250 2724 150 TOP OF BEAM L-`+ OPENING AT COVERED PORCH 81" 8'-1" 9'-4" 8F16-1B/1T 1843 200 1133 100 TOP OF BEAM L-5 OPENING AT COVERED PORCH 81" 8'-1„ 10'-6" 8F16-18/1T 1533 350 914 750 TOP OF BEAM L-6 OPENING AT COVERED PORCH g1" To OFB1EAM 10'-6" 8F16-18/1T 1533 250 914 150 DATE 11 / 09 / 2021 SCALE 1 /4" = 1'-0" GARAGE SIDE RIGHT EXPD5URE 160C M D D E L KEY LARGO JDBNUMBER: ENGINEER �x4'h�, Ylu„�„AIY '�M� � PAUL WELGH ING. ,,,�`,��,C. �'F'E �< I - MECHANICAL � ELECTRICAL :� ;r' �' `, CIVIL ENGINEERING =+, 64o•39A+Is �` W � � O� 1984 SW BILTMORE ST, SUITE # 114 �, PORT SAINT LUCIE, FL 34984 � 5 STF3'E GF �,r� L� T PHONE : (772) 785-9888 •�w`f *i 0 kiq l` � i 5 EMAIL:PWELCHINC AOL.COM n`'�S�y,M ��'` PAUL WELCH P.E. \ FLORIDA REGISTRATION N0.29945 100 CFM 6" Duct 6"Exhaust Vent Job #: 1631 Performed by Chris Bateman for: Key Largo Spec Fort Pierce, FL34982 5604 Hickory Dr Level 1 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com 50 CFM 4" Duct 4"Exhaust Vent 50 CFM 4" Duct 4"Exhaust Vent CJ� Scale: 1 : 120 Page 1 Right-Suite®Universal 2021 21.0.08 RSU29066 2021-Sep-2911:04:21 VAC\5604 Hickory Dr PSL Prop.rup Gp. 2" 2" VTR 2" 2" STUDDO VENT 2" KS 3" VTR JIL 12r! L ROWER )�j TUB 2rr 2,r W WC 00� L 3" WC 2'r 3ir 3" 3" 3" 2" 3r 3" PLUMBING RISER NO SCALE 3" WC PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC, 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVEALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG, 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN'/<"NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, 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, PRDJECT NAME : DATE : 11/09/2021 ENGINEER L PROPOSED KEY LARGO SPEC HOME SCALE : 1/4" = 1'-0° PAU L WELCH i N C. � � �""• r W MECHANICAL ELECTRICAL '��'a�cfl,v tt�''S' - LrIJ PROJECT ADDRESS GARAGE 51DE : RIGHT 7 CIVIL ENGINEERING �,, Ha. 299+15 1984 SW BILTMORE ST., SUITE # 114 O 5604 HICKORY DR., FORT PIERCE, FL 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL3498a i s>�sE yr rt PHONE: (772) 785-9888 '� ,T SHEET TITLE MODEL : KEY LARGO EMAIL: PWELCHINC@AOL.COM +�d .l p Rt9�r 0. HVAC PAGE JOB NUMBER : �}1Al�a PAUL WELCH P.E. FLORIDA REGISTRATION NO, 29945 PORE S1 LUCK PROP�RII�S. INC. Hatch Legend TRUSS END DETAIL PLUMB CUT OVERHANG 12 6 4-1/2" HEEL HEIGHT PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : a 5604 HICKORY DR., FORT PIERCE, FL 34982 SHEET TITLE �. TRUSS LAYOUT PAGE TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER, 2) CONTRACTOR TO PROVIDE ENGINEER. , AND BUILDING DEPARTMENT WITH ENGINEERED INSTALLING TRUSSES, 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VER/FYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES, 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS TRUSS DRAWINGS BEFORE , CONTRACTOR: PSL PROPERTIES OWNER: SPEC HOME TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 09 / 28 / 2021 CUT -SHEET DATE: 09l 24l 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A9 1ST &3RD 1477 (1)HETA 20 1810 (8)16d A9 2ND 3000 (1) MGT 3965 (22)10d & (1) 5/8" A.B. 2 s 87 1ST 1239 (1)HETA20 1810 (9)10dX1-1/2" 67 2ND 1433 (2) MTS 16 2000 (14) 10d X 1-1/2" G1 1ST 1253 (1)HETA 20 1810 (8)16d G1 2ND 1880 (2) HETA 20 2500 (12)16d VALLEYS CONT. 100#PLF () MTS 16 1000 (14)10d X 1-1/2" (D 1 STRAPAT EACH END AND 24" O. Co ALL OTHERS Arces GEARING EACH <1800 # (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO O SUPPORTING TRUSS AND (3) # 9 SD X 14/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. O USE SIMPSON STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) O (1) HDU4 w/(10) SDS 1/4"X 2-1/2" & (1) 5/8"A.B. ()MAY BE USED IN LIEU ON CONNECTOR SPECIFIED DATE 11/09/2021 GARAGE SIDE,: RIGHT EXPOSURE 160C MODEL KEY LARGO JOB NUMBER: ENGINEER PAUL WELCH ING. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29946 ,tit N'o,299A 3t .,yk ST.ACE of Ydr NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH " X 1-314" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 #UPLIFT OR MORE, CONSULT ENGINEER FOR 0 Z Z w a 0 w 0 0 0 t` /16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 1/2" REDHEADS W/ 2" DIA. X 1/8" WASHER 4L) PT) OR 2" X 8" (PT) BUCK (TYPICAL) E. FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED, TITEN HD W/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS W/ 5/8" WASHERS. (STAGGER GRAIN) NO SCALE BATT INSULATION TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 21-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR Uri/ TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19132" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT GALV, MTL DRIP OVER (PT)1 X 2 2" X 6" IRS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH (2) OR (3) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (2) OR (3) # 5 VERTICAL DOWELS W/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN FOR SIZE & SPACING FOOTING EXTERIOR CEILING TO BE STUCCO OVER WIRELATH W/ 11 GA, 2" NAILS w/ 3/8" DIA, 8" BEAM BLOCK HEAD @ 6" O.C. OVER (1) # 5 BAR FILLED 3/8" METAL RIB LATH @ 6" W/ 3000 PSI CONCRETE O.C. w/ ( 2 LAYERS OF 15 If FELT OVER EACH 8" X 8" PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE STUCCO FINISH 16" X 16" X W CONCRETE BLOCK COLUMN OR 8" X 16" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 11) NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE (2) NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE 03 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. ROOF SHEATHING NAILING ZONE PORT ST LUCID PROP RT 1 Sp, INC. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT, GALV, MTL DRIP OVER (PT)1 X 2 2" X 6" IRS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH (1) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (1) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER ( SEE FOUNDATION PLAN 1 l FOR SIZE & SPACING ) PROJECT NAME El PROPOSED KEY LARGO SPEC HOME 7 PROJECT ADDRESS O 5604 HICKORY DR., FORT PIERCE, FL 34982 SHEET TITLE IL DETAILS PAGE FOOTING F-1 12 6� CONT. FRAME TO MATCH 12" BLOCK 8" PRECAST LINTELS W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE BEAM BLOCK w/(1) #5 BAR IN (3000) PSI CONCRETE EXTERIOR CEILING TO BE —STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS w/ 3/8" DIA HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) STUCCO FINISH X12" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN FRONT PORCH POST DETAIL NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE SIMPSON NITS 16 w/l4-1 Od NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" TOP PLATE PROVIDE (2) 2"X12" YP HEADER 1l2" DRYWALL WFLITCH PLATE GLUED & NAILED (WALLS & CEILINGS) w110d NAILS @ 8" O.C. STAGGERED BOTH SIDES @ DOOR OPENINGS, 1/4" X 3" TAPCONS @ 12" O:C. TO BLOCK WALL OR 1/2" X 5,,11211 REDHEADS @ 24" O.C. R-11 INSULATION NOTE: PROVIDE SIMPSON SPH4 @TOP & BOTTOM PLATES @ 16" O.C. w/ 10-10d NAILS. '-.6. •-�t',T�j�r �.• ran 1 i 211X4" STUDS @ 16110.C. SPH-4 TOP & BOTTOM EACH STUD P.T. 2"X4" BOTTOM PLATE W/ 1/2" DIA, X 12" A.B. @ 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ HURRICANE WASHERS. MONOLITHIC FOOTING w/ (2) #5 BARS CONTINUOUS INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) Q6d NAILS EACH END (TYPICAL) -- ROOFING / UNDERLAYMENT /SHEATHING ... pER 7`Y CALINALL g�C7� �N ---...__...-ZIFX 4" IAUDER FRAN)TDIGIAT 12" INCHES O.C. ` -- SOFFIT PER PLAN IN ALUMINUM DRIP EDGE OVER 1" X 2" P.T. - - 2" X 6" PRE -PRIMED SPRUCE FASCIA / Ifi _.. - -"' TRUSS BY TRUSS COMPANY STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING - TfJ( WML NOTE # 13, SHEET A100 PER TYPICAL WAL SECTION SHEATHING it (3)16d NAILS (TYPICAL) CEILING PER PLAN 2"M" SPRUCE OR BETTER LATERAL BRACE @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2)16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSS BACK P.T. 2" X 8" CONTINUOUS WITH 1/2" " J " BOLT OR 1/2" X 5-1/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS GABLE END DETAIL NO SCALE DATE 11/09/2021 SCALE 1/4" = 1'-0" GARAGE SIDE RIGHT EXPOSURE: 160C MODEL: KEY LARGO JOB NUMBER: CEILING PER PL TRUSS BY TRUSS COMPANY BOSTON HIP DETAIL NOTE: NO SCALE TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 2"X4" W' BRACING @ RIDGE AND 6' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA w/ ALUM, DRIP EDGE SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" O.C. -1/2" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 318" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. GABLE END TRUSS 16d COMMON NAILS @ 12" O.C. STRAP GABLE END TRUSS WITH "SIMPSON" HETA20AT48" O.C. WITH (9)10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS TRUSS VERTICAL WEB REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. ENGINEER rHuLm waL.L+n 1INLa MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785.9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO.29945 4`y` 1 t ST�aPE cF e e law; Y r� CMU W (SEE W/ CORRO: PER% APPLY PE BETWEE (SEE N S m FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S CT APPROVAL INSTALLATION REQUIREMENTS, NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 1-1/4"EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED 3/4" NOTE PRECAST CONCRETE WIND RESISTANT FLUSH IS" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK &WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 FILLED CELLATJAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS Vr��11 f�Iu 1" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-112" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICTACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. DING GLASS DOOR BUCK DETAIL ni c i i iris STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 1-1/4"EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL WCJiY9>L]�H:illji 1/2" DRYWALL FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 44/8" P.T. w/3/16" TAPCONS 1-1/4"MIN. EMB. 4/12"O.C. w/# 10 SCREWS, PER PRODUCTAPPROVAL, FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 3/4" FURRING TO MASONRY WALL WATERPROOFING NOTES 1. PRIOR TO BUCK INSTALLATION TREATTHE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW I DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER, THE CMU WATER RESISTANT COATING SHALL 8E APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8"MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS, FBC R703.4 AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1I6" BETWEEN BUCK AND MASONRY, 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING /SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE, INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3I8" BEAD OF SEALANT ON WINDOW/ DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW/ DOOR INSTALLATION. 6. AFTER WINDOW /DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. PROJECT NAME : DATE : 11/os/2o2� ENGINEER PROPOSED KEY LARGO SPEC HOME SCALE : 1/4"=1'-0" PAUL WELCH INC. �,�����.� W 7 PROJECT ADDRESS as GARAGE SIDE : RIGHT ME CIVILENGINEERING 299s W A 109 1984 SW BILTMORE ST., SUITE # 114 s ?,, � � Q 5604HICKORY DR.,FORTPIERCE,FL34982 EXPOSURE : 160C PORT SAINT LUCIE, FL 34984 t AVEsrrr ; s PHONE: (772) 785-9888 '0•.* fi F SHEET TITLE MODELS KEYLARGO EMAIL: PWELCHINC@AOLCOM "N : oft � `- PAUL WELCH P.E. f0"'1'jI DETAILS PAGE JOB NUMBER : FLORIDA REGISTRATION NO, 29945