Loading...
HomeMy WebLinkAboutAPPROVED FDOH Plans E GENERAL NOTES PROPOSED DURDEN RESIDENCE �[ r 1)THE CONTRACTOR,SUBCONTRACTOR,SUPPLIER,ECT:SHALL VERIFYALL DIMENSIONS,CONDITIONS 5113 1 3 SUNSET B L �/ D, I N , FT. PIERCE, FL AT JOB SITE,PLANS, ES NOT OI DETAILED RILENS,ECT. I ELECTRONIC SIGNATURE ATURE AND D SEAL 2)STRUCTURAL FEATURES NOl'DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER THIS AS CONSTRUCTION PROGRESSES. t] 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. CERTIFIES ALL ( 10) PAGES I THIS FILE. 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. Digitally Signed PLAN INFORMATION �yl�,e,:}/f,,,� Paul kr5. '7,,�`-{'-1�,�";+ A SINGLE FAMILY RESIDENCE ENERGY CONSERVATION NOTES by Paul Welch �r,So +� s* lira,>2,904 r '* MODEL CUSTOM Da `e.E: *•]0 1 .+� +� a I +��E GARAGE SIDE RIGHT 1)RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY L 1 1 CONSERVATION RESIDENTIAL. Welch . : , 1 � �g4�E �" ELECTRICAL SERVICE OVER HEAD 2)ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES 1 O.�} C� .� �n C� , rrr�E, ct. };��ti EXPOSURE 160-e SHALL BE WEATHERSTRIPPEb AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON L L J �/d THE SURROUNDING SURFACES,A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO PLAN DIMENSIONS 5W-0"X 36-0" FILL FROM SPILBLING INTTO THE LIVING SPACDED WHEN LOOSE E. IS INSTALLED,TO PREVENT LOOSE 3)THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN AREA TABULATIONS ACCORDANCE WITH HE REQUIREMENTS R402.4.1 THROUGH R402.4.4. ® © ® © � ® LIVING AREA 1481 SQUARE FEET 4)WINDOWS,SKYLIGHTS,AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO GARAGE 193 SQUARE FEET. 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 R402A.3. COVERED ENTRY 40 SQUARE FEET BACK PORCH 128 SQUARE FEET 5)CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL(EPL)DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3, TOTAL FOOTPRINT 1842 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST ELECTRICAL NOTES LUCIE PROPERTIES INC.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE; 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 LIVING AREA VOLUME : 11,848.0.SQ. FT SHALL CONTAIN ONLY HIGH-EFFACY LAMPS.(LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED I 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 WI 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. ONSTRUCTION BYE 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE»15 ■ AND 20 AMP CIRCUITS SREVING:BATHROOMS,GARAGES,KITCHENS,ACCESORY BUILDINGS, m PLANS , AND ENGINEERING B OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. PROPERTIES P E RT 1 E S B,CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. PORTST LUCIE IDAU L WELCH 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.20'I SIN PSL BLVD UNIT 103, 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, PORT' ST LUCIE, FLORIDA, 34984 PAUL WELCH, P.E. REG. 29945 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 AoniT�oNAt NOTES MODEL : (772) YY 1/11/Y.PSLPROP V V 11/� 1)INTERIOR TO BE 4/V DRYWALL FINISH. .:_ ... 2)ALL INTERIOR GYPSUM BOARD TO BE MIN.%`THICK WITH(13 GAGE, 1 318"LONG, 19164"HEAD: 0.09$"DIAMETER,1 Y4"LONG,ANNULAR-RINGED;5D COOLER NAIL,0.086"DIAMETER, 1 518"LONG, 5164"HEAD;OR GYPSUM BOARD NAIL,0.086"DIAMETER,1 5/8"LONG,9132"HEAD)SPACED AT 7" O.C.FOR NAILS AND 12"O.C.FOR SCREWS, 3)WALLS AT SHOWER TO BE TILE.PROVIDE CEMENT,FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288,C 1325,C 1178,OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWERARF_AS 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)WALLAND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE ST LUCIE COUNTY, FLORD BUILDING & REGULATIONS DIVISION GREATER THAN200. PLAN SHEET PRODUCT REVIEW AFFIDAVIT 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL PROJECT NAME: PROPOSED DURDEN RES. OCCUPANCY TYPE: Rft00 TYPE: BUILDING PERMIT NUMBER OWNERS NAME: PROPOSED DURDEN RES. APPLICANT: PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF HEEXPOSED DECK OR D EX CONSTRUCTIONV IN -. , :. _,, :_ , , F ER C F s I.vD T P! ,. SUNSET 5 13 N E ,D 1 I] ESSON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. PERMIT NUMBER OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT 7)PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO COVER SHEET CERTIFICATION STATEMENT: PRODUCT DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER 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 ©TO BEEN© IGNE T 1396 O C 1658 AND SHALL 8E INSTALLED IN ACCORDANCE WITH THE PROVISIONS E PLANS AND SPECIFICATIONS HAVE SE ES D BELIEF,THESE ,.: 1395,C R KNOWLEDGE AN I O THE T BEST 0I=MY KNO _.... ... . . CERTIFY TH AT,T MEN _, ,_. .:,;,, ,. . . . .. O ELEMENTS _THAT _. _ D S L C NF M T OUN I ALsc CERTIFY _. . ... . _, ,. _ . .._ : _ ..: O SUM BOAR SHALL E ST.LUCIE COUNTY. _: _ . , . . ... _. . OR E INSTALLATION F GYP ADOPTED AND ENFORCED BY THE . . F RC AND ADHESIVES F TH CURRENTLY ADOP _ ._.. _ _ _. _ _.. .,.,. ,.:.. . , - ., ,. O F POS ITION O E8 BUILDI NG CODES RRE STRUCTURAL OV S.E PR ION >=1ED cuRR ENT c aD 1 , . EC BY S SP 1 ND OA AND FO CET H E WI TAN EADE LJATE RESTS :, _..,.. . _ .. . .. _ . ASTM C 557 SHEET 1PLANS PROVID c€ _. . pEPICTED ON TH ESE FLOOR PLAN 3i1s-x 1-va"MIN.EMBED TAPCONs SHEET 2 DESIGN PARAMETERS AND ASSUMPTIONS USED : WINDOWS SEE ELEVATIONS +1-55,0 MI WINDOWS&DOORS 185 SH FL#17499.1 IMPACT AT2"116"O,C, B)INSULATION MATERIALS,S INSTALLED FACINGS,SUCH-C VAPOR RETARDERS OR VAPOR NS X SUPPLEMENTS AN ASCE 7 - 16 WINDOWS NIA NIA NIA NIA NIA I�IIq NIA PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ELEVATIONS 1• FLORIDA BUILDING CODE : 2020 EDITION WITH : ASSEMBLIES,WALLASSEMBUES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SHEET 3 X ENCLOSED OPEN BUILDING, MULLIONS NIA NIA NIA NIA NIA NIA NIA NOT TO EXCEED 450 WHEN SPREAD INDEX NOTTO CTESTE EED 25 DIN ACCORDANCE WITH ASTM E 84 OR ULITH AN ACCOMPANYING SMOKE-DEVELOPED 23. INDEX DESIGNED A S :ENCLOSED: PARTIALLY ENCLO U ES UC E D C TR R ,:, RI L , EL E CT A ,: ,: ,, , : X I I IV EXPOSURE CATEGORY: B C X D , .; SHEET 4 3. RISK CATEGORY: I II I FOUNDATION aLocx GLAss NIA NIA NIA NIA NIA NIA NIA SHEET 5 4. DESIGN WIND VELOCITY. 160 MPH 124 ASD NIA LRFD END ZONE WIDTH : 5' SKYLIGHTS NIA NIA NIA NIA NIA NIA NIA STRUCTURAL NOTES N/A 6/12 7-16 E 11 4 T. FT. N LOADS IN ACCORDANCE WITH ASCE BLOCK$ TIE BEAM 5.MEAN ROOF HEIGHT. / ROOF PITCH . PARAPE 1)DESIGN A SHEET 6 +1-55.0 Mk WINDOWS&DOORS 120/130/140 SGD FL#22401.3 IMPACT {z Rows}114"x 1 3"1 MIN.EMBED HVAG & PLUMB. 6. COMPONENTS&CLApI01NG WIND PRESSURES USED : (PSF, BASED ON 10 SQ. FT. @ 10'MRH) SLIDING GLASS DOORS SEE ELEVATIONS TAPCONSAT 8^!�$"O.C. 2)BOLL BEARING CAPACITY:2000 PSF(MIN.). +26.6 +26.6 +26.6 +35.6 +35,6 + 30.3 SWING TYPE DOORS SEE ELEVATIONS +1-67 THERMA-TRU 11a"x 114"MIN.EMBED TAPcoNS SHEET 7 ZONE 1: ZONE 2: ZONE 3: ZONE 4: ZONE 5: GARAGE: SMOOTH STAR FL#204fi8.1 IMPACT AT s^!14"O C 3)ALL STRUCTURAL CONCRETE IN BEAMS,LINTELS,VERTICAL CELLS,AND COLUMNS SHALL AVE -47.8 - 65.8 -90.1 -38.7 -¢�.7 -37.0 A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, T USS LAYOUT -- --- FRENCH DOORS NIA 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. R _ 4) SEEBPL..AN FOR SIZES&STEEL REQUIRIEMENTSMINIMUM A 20 N1 _.,.F PS BAL CONY 40 F LIVE . ,. _ ..:. . AD . PSF R00 1 IV G BARS. 5 ROOF 1 DE CONCRETE E PROTECTION FOR REINFORCING SHEET 8 7.DESIGN LOADS : FLOOR: �.P F - s 1 x SCREWS 0 DETAILS _ : • N/A • NIA RAILING • N/A PLF I CONCENTRATED 1 a^ -sO MIN.EMBED LAGS RE s • N/A PSF RA GARAGE DOORS SEE ELEVATIONS +55!-64 DAIS 73W8 FL#15371.5 NIA ONE PER BRACKET) 5)FOOTINGS;3"BEAMS:1'/�"SUSPENDED SLABS:1'/=" SHEET 9 DOCK:. N/A PSF DECK. PSF STAIRS : PSF FENCE: HURRICANE PROTECTION NIA NIA NIA NIA NIA NIA NIA 6)LAP ALL REINFORCING STEELAMINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. DETAILS 8•WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) ROOF VENTILATION NIA NIA NIA NIA NIA 7)ALL VENTS DUE TO INSTAIATION OF HARDWARE CRACKINGIO OF STRUCTURAL COMPONENTS O SHEET _ .: :. . ,...... , . .. . .. IS NOT FERMI NIA FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL. TED SHEET 11 T OVIDED: YES NOT APPLiCA13LE EXPLAIN WHY NOT) STANLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 9)UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE N/A g.IS A CONTINUOUS LOAD PA H PR _ _� ( ROOFING MATERIALS 160 194 OWENS CORNING ARCH.ASPHALT SHINGLE FL#10fi74.1 NIq DI GAUGE(Q Z,NCH(3MM)7,OFALEHANK NH HTOPEN MINIMUM 319NCH(10MM) DIAMETERWEAOIASTMF 1 )S OFALENGTHTOPENETRATETHROUGH MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES THE ROOFING MATERIALS AND A MINIMUM 314 INCH(1910M)INTO 10)UNLESS OTHERWISE NOTED,FOR EXTERIOR WALLS,EXTERIOR PLYWOOD SHEATHING AND THE OR EDGES,AND V.O.C. ROOF SHEATHING,W FtER E ROOF d „ e „ „ A 13 DEA : .: C LONG N 1_.. 5 1.5 _._ E p �+ : HEATHsNG FASTENERS SHALL COMPLY WITH ASTM F 1667(B PER SHINGLE) FIELD OR SCREWED WITH DRYWALL SCREWS PLAN SHEET S 1 )LINTELS BEARING. 10.DESIGN SOIL BEARING PRESSURE. 2000 PSI' SOIL TEST REPORTS SUBMITTED? YES . INDEX UNDERLAYMENT NIA N/A SOPREMA, INC. RESIST O LB123s FL# z569.1 NIA 1 L �`R AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT HE INFORMATION INCLUDED TO SHINGLY LES E S OR OTHER ROOF COVERMS.START TPPLY WITH THIS CEERTIFICATION IS TRU AND CORRECT,TO THE BEST OF MY KNOWLEDGE ROONNGLES HEREP ROOFPOSSIBLE. S STA rMIN. MD END INTOFTHE 12)PROVIDE#5 CORNER BARS W130 MIN,LAP SPLICE FOR BOND BEAM. ROOF DECK WHERE POSSIBLE.OVERLAP SEAMS 3"MIN.AMD ENDLAPS 3"MIN. AND BELIEF. I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING,AND HAVE APPROVED THEIR USE IN THIS PEAL THECE TEA TO THE ED ES.REMOVE THE BACKING FROM THE ALF OF THR BACKING OFF THE ROLL ANO APPLY FIRM.EVEN ESSllRE 13)EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA.2"LONG NAILS WITH 318" NAME: PAUL WELCH P.E. CERT.#&CO.CERT AUTH. 2994�� STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. REMAINING HALF OF THE ROLL AND APPLYPRESSLlRE, O HEAD @ 6°O.C.OVER(2)LAYERS OF(15#FELT OR TYVAK BUILDING WRAP)OVER 19132" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6"O.C.PERIMETER AND FIELD. DESIGN FIRM : PAUL WELCH INC. NAME : PAUL WELCH, P.E. SIGNATURE :: ON PLAN DATE . 14)BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE 1984 5W BILTMORE S7, SUITE#114 DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 NUMBER OF PLIES E THE BEARING MEMBER WHEN THE BEARING MEMBER Is(z)OR MORE ADDRESS : PLIES UNLESS NOTED. }*� P R©J E C T NAME DATE : 07 I t s 12021 E N G I N E E R SCALE r 1o, ,a71 Pr1f C� PROPOSED DURDEN RESIDENCE �� - '' '� 114 _ 1 0 PAUL WELCH INC. MECHANICAL o ELECTRICAL PROJECT .�►.© DRESS CARAGE SIDE RIGHT ' CIVIL ENGINEERING �. �.;'� tIa•����4� �� i ""� 1984 SW BILTMORE ST.,SUITE#114 � e N 1 � A 100 EXP D S U R E ' 160 C PORT SAINT LUCIE,FL 34984 ' 1k STATE Or P 0 5113 SUNSET BLVD, IN, FT. PIERCE, FL - PHONE:(772)785.9888 MODEL : CUSTOM `+ U'A) - N SHEET TITLE EMAIL:PWELcHINC@AQL.CDM • ,'3 ",,.9 '' Y� ii ■ r`'rrr`�` 4 'S� PAUL WELCH P.E. a. COVER PAGE JOB NUMBER : FLORIDA REGISTRATION NO.29945 201 SW PORT ST LUCI i.,...• .•.'.' BLVD ., LUCII, 12 � 6 11 '-1Olt 16'-0" 28'-2" Add A Ad Ad -- 2" X 6" PRIMED & PAINTED 4'-6" 3'-2" 4'-2" 5' 4" 6'-2" 4'-6" 3'-0'/z" 3'-2" 11 '-10" 2'-3Yz' 7'-10" —_ R/S SPRUCE Ad, 12 O0 Add . L. - - - - 6" x 22" SCREENED VENTS AT 72" O.C. i 1610X8" X16" 16" X84tX16" Ito I BLK- COLUMN ' BLK. COLUMN (PER DETAIL TRUSS COVERED , (PER DETAIL o I Ad PORCH A108) 1 STUCCO OVER WIRE LATH i a'-t " FLArceawG I w/ 11ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3I8" RIB LATH @ 6" O.C. WITH SOFFIT DETAIL (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) 18H 3",nOSTEP 1 © VEN��TLRU SH-H32 (TEMP) NO SCALE SHIA / EGRESS 1- 6068 / E SGD A. ■ ■ ■ ■ ■ ■ DIE ■ ■ ■ ■ ® ■ ■ ■ ■ ■ ■ q. ■ l�/ I i OftYER LIN. FOL LIN, NI 1 LOCATION WASHER A — I LOCATION A � m iV UTILITY CLOSET = RANGE W/ MICRO ■ U)CAD C`OI cwa UAI 6' 311 1_ 1 ns BATH ■ LL ■ Ad C GREAT ROOM DINING m 8'4 " FLAT CEILING m 8'-1 " FLAT CEILING KITCHEN 5068PKT Add 8'd" FLAT CEILING 2'-4"Add Ad Add ,Ad AAAAAA a Add Add Add Ad 3 Ads REF. NIAAA OD & SHELF w O ■ 5' ,7%s" AAA ■ LU AAAAAA 6'-0" 4'-73KCI 4'-10 5 .0 dAd T_2j'AdIdda Add 10 -10" 3'-4" 13' ,31' M PANTRY /\ M TILED SHOWER 3 Iw ■ N (0 N °O 2888 O I -- M ww - N N WO N N xU - - - - - - - - - - - � 2 _1y,1 1 AMA 60081BF j 4 ¢ ' V' 6068/BF I N I 1 7 .8" T,*2" 5,,2„ AE 7'-6t/," 5'-10t/" 1 13'-4" 1 ■ m ■ 2'-0" I I 4 10,_10„ 3 .2„ T-8" Ado MASTER BEDROOM 1 ■ BEDROOM # 2 N I Add 8'-1" FLAT CEILING BEDROOM # 3 \ I 9'-4" COFFER CEILING 1 N 8'-1" FLAT CEILING N I I b 8'-1" FLATCEILING c 1 I ■ m BATH WC 10,_10„ m AA FOYER � � I 1 ■ UTILITY PAD z ° - - - - - - - - - - A/C COND. 5 _ z r, A TUB /SHOWER o 10 � INSULATE WALL � ' 2 N NON-BRG. WALL N w/ R-11 FIG BATT MAIN EGRESS DO R Mimi ■ S•25 / EGRESS/ COL. ■ ■ ■ O ■ ■ ■ 3-0/2' SLOU OTEP ■ ■ 2868SC WH ■ u3. m 2 SH-25 / COL I BAdd WH w/ DRIP PAN O © o AHU & DRAIN LINE O 3 6 O O STUCCO CEILING PER ' I w PRE-ENGINEERED ROOF TRUSSES STRUCTURAL NOTES AHU ON STAND 24" O.C. COVERED BY 19/32" o " 57'L x 30RN X 30T FPL METER @ Tn a l ENTRY STORAGE - ELECT. PANEL 4 PLY CDX PLYWOOD 8'- ^ FLATCEILING (SEE NAILING DETAIL) - - - - - - - - N 8'-1 " FLATCEILWG ' ' ■ rn P ECAST LINTEL ■ m ' 22" X 54" ATTIC ACC. HETA20 HURRICANE m (AIFRAI PULL DNA STAIRS °' ANCHORS EMBEDDED 4" INTO 8" X 16" ' BLK- COLUMN - - - - - - S m BEAM FOR TRUSSES 12 (PER DETAIL 18'-43/ ' " us m (PER CONN • SCHEDULE) - 6 v BEYOND o w FIBERGLASS SHINGLE ROOF ■ 88 ■ i7 o OVER UNDERLAYMENT R-30 INSULATION (2)30681SC CONT ALUMNI . MTL DRIP OVER (PT) 1X2 I - - - - - - - - - - / ' 1 /2" DRYWALL@ CEILING 11 '-10" 6'Ad 2'-7" 3'-11 " 3'-5"/2" 6'-81/z" 6'-3" 6'-8t/i' 4'-6" 3'-2" (TYPICAL) 7t/z" i +. 2" X 6" PRE-PRIMED $" X 8" BEAM BLK. 2g' 4" 8'-0' 19'-S" .. W/ (1 ) # 5 BAR IN 3000 PSI SPRUCE FASCIA CONCRETE FILLED CELL VENTED .: 8" PRECAST LINTELS PLAN INFORMATION STUCCO SOFFIT W/ (1 ) # 5 BAR FOR ALL O A SINGLE FAMILY RESIDENCE (SEE DETAIL) "+`. & 3 GOREDWINDOW OPENINGS W 000 PSI o CONCRETE 56'-0° MODEL CUSTOM STUCCO FINISH = LU GARAGE SIDE RIGHT Add1 "X 2" P.T. FURRING STRIPS 0 Z ELECTRICAL SERVICE OVER HEAD FLOOR PLAN INSULAC• WITHFI-FOIL VERTICAL REBAR TIED TO DOWEL INSULATION � EXPOSURE 160-C FDOH in St. Lucie County & RUNNING INTO BEAM BLOCK �� ' SCALE : 1 /411 = � 1-0° Environmental Health IN 3000 PSI CONC. �' 1 /2" DRYWALL x PLAN DIMENSIONS 56'-0" X36'-0" ( (TYPICAL) Site Plan Approved for Construction VERTICAL DOWELS V Supercedes All Previous Site Plans for W/ 30" LAP SPLICE 8" CONCRETE BLOCKS AREA TABULATIONS OSTDS # C1CQ " a�ta11Id FROM FOOTER WOOD BASE BOARDS LIVING AREA 1481 SQUARE FEET ( SEE FOUNDATION STORAGE Well # FOR SIZE & SPACNGN , 1 4" CONIC- SLAB (MIN - 2500 PSI ) COVERED ENTRY 40 SQUARE FEET Date:f�/q 1 Reviewer: : + w/ 6 X 6 10/10 WWM OR FIBERMESH — ---� 0.,_011 TOP /Add dIdd AddAdd OF SLAB_ _ BACK PORCH 128 SQUARE FEET GRADE 4' f a —°-=a—°-=a- �(�'--- TOTAL FOOTPRINT 1842 SQUARE FEET o� O/_-o"' COPYRIGHT REMAINS THE PROPERTY OF PORT SIT �° a LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE TYPICAL WALL SECTION PRECEDENCEOVERSCALDIMENSIONSO ,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE LIVING AREA VOLUME : 11, 848. 0 SQ. FT• Add Ad Add AdAdd dAdd Add Add Add Ad Add L DATE 07 / 16 1 2021 r PROJECT NAME ENGINEER Add 151: SCALE II 114" = 1 '-0" PAUL WELCH INC . I" C� PROPOSED DURDEN RESIDENCE ���v` CE �EGcy, W W GARAGE SIDE D E : RIGHT MECHANICAL a ELECTRICAL r / F h PROJECT ADDRESS : CIVIL ENGINEERING ; Na249i5 'sta A 101 1984 SW BILTMORE ST, SUITE # 114 4 0 N I 5113 SUNSET BLVD , IN , FT. PIERCE , FL EXPOSURE : 160C PORT SAINT LUCIE, FL34984 STArEOr 1 Q PHONE : (772) 785-9888 y "•.� p } P SHEET TITLE : MODEL : CUSTOM @A s oe• III 5t0 �j4Ekq N ♦J EMAIL: PWELCHINC OL.COM h�S Ak" A ° AAA LVCI LOI ` IDh'� 3 I v3PAUL WELCH P.EAdd bF 201 SW POR1 S1 LUCIE BLVD . SU11� 103 PORTST � a FLOOR PLAN PAGE JOB NUMBER : FLORIDA REGISTRATION 20' LINEAR FEET OF RIDGEVENT +/- 15'-5" TO RIDGE 12 12 � 6 6 — — - — — — M.R. H611 ,4' 12 e .. .- BRG . HT. 8'A " ® ® � OPENING LD. ID ® � � F. F. E. 0'4' — Ir 1pxni[1WIm ,I ntM • na Ilm ml eulnl•Ir 'Imal nn �il rctr� lnn ':Iryn, pnne I; ( 11411t1 M • „ .it t +NIH5D1 IIIIII II 'If , OPENING I .D. OPENING I .D. OPENING I . D. flllna 197111t nJil jiff fran N 1 L��1I p1 tI1.1��I�'1i II��1NI� L�c�1ic A/ k . 1 I I �nOn �@I" lunxl n,mal , � mnlI I r � lihi IhU�II➢ C B A �L.1f �, ' mxal Ili < xl �`I nl�lnnn'i�lh t�r �l ,llsiOlniw+, SCALE : 1 /4" = 1 '4" 21 21 z21 SCALE : 1 /4" = 1 '41 h 20' LINEAR FEET OF RIDGEVENT 12 s � 12 12 g � — — � 6 12 � 6 BRIG. HT. 8'-1 " FEI [Ell is (DEFLECTION) � z TEXTURED w ❑ STUCCO FINISH � w (TYPICAL) rn w OPENING I .D. OPENING I . D. � o OPENING I .D. OPENING LD . O 11 11 3 F. F.E. O'-O„ W11 21 1 E 77777771 mum , im OPENING LD. nu , Ixlnkreniin mm ,Inl Wmcnuu Il.uOPENING I . D.F 31flCA �� 1 /4 �" u mm ��N� n � � a'µnn$�,i I I Iwnl afl II , a "r I xntbr mat �m nN III x , IN,naR , tnu fl(al I, m � �f—tnS SCALE : 1 /4" = 1 '-O" 21 2 I — 0" ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE CALCULATE ATTIC VENTILATION DOORS, AND SIMILAR ENVELOPE ELEMENTS, PLAN INFORMATION CEILING = 1842 SQUARE FEET OPENING AREA Q INTERIOR ZONE 0 END ZONE (NOTE #1 ) A SINGLE FAMILY RESIDENCE 1842 / 300 = 6. 14 REQUIRED VENTILATION IN SQUARE FEET 184.0 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 28.1111 SQ. FT / 2 POSITIVE NEGATIVE POSITIVE NEGATIVE MODEL CUSTOM 14. 1 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 1 10 +35.6 PSF -38.7 PSF +35.6 PSF 47.7 PSF GARAGE SIDE RIGHT 14A SQUARE FEET > 6. 1 SQUARE FEET : SOFFIT VENTILATION OK Q 20 +34.1 PSF -37.0 PSF +34. 1 PSF -44.5 PSF ELECTRICAL SERVICE OVER HEAD PROVIDE 6"X 22" SOFFIT VENTS (a) 72" ON CENTER EXPOSURE 160-C Q3 50 +32.0 PSF -32.0PSF +3240 PSF -40.2 PSF REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC a0 100 +30.3 PSF -33.3 PSF +30.3 PSF ,37.0 PSF PLAN DIMENSIONS 56'-0" X 36'O" 40 - 50 % OF REQUIRED VENTING AS PER FRO 806.2 EX #2 1. DESIGN PRESSURES PER ASCE 7-16 6.140 X 40% = 2.456 SQ. FT OF RIDGE VENT AREA TABULATIONS 6.140 X 50% 3.070 SQ. FT OF RIDGE VENT p LIVING AREA 1481 SQUARE FEET RIDGE VENT Z EXPOSURE 160-C STORAGE 193 SQUARE FEET 20 LINEAR FEET OF 2" VENT = 2.5 SQUARE FEET OF RIDGE VENT COVERED ENTRY 40 SQUARE FEET PROVIDE 20 LF OF RIDGE VENT BACK PORCH 128 SQUARE FEET TOTAL FOOTPRINT 1842 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 : 11, 848. 0 SQ. FT. PROJECT NAME DATE : 07 / 16 / 2021 ENGINEER El PROPOSED DURDEN RESIDENCE SCALE : 1 /4" = 1 '-0" PAU L WELCH INC . W MECHANICAL ELECTRICAL fi w�c � rste ,,: W 03 PROJECT ADDRESS : GARAGE SIDE : RIGHT CIVIL ENGINEERING * '• 04 .494s ? * W q 102 1984 SW BILTMORE ST, SUITE # 114 x S I 0 WE 5113 SUNSET BLVD , IN , FT. PIERCE , FL EXPOSURE : 160C PORT SAINT LUCIE, FL 34984 surecx sr : PHONE : (772) 785.9888 ,r` • i 040 " SHEET TITLE MODEL : CUSTOM EMAIL: PWELCHINC OL.COMS "S �. fn li � 201 SW PORT ST LUCIf BLVD . , SUITE103 , PORT ST LUCIf , fLORIDA 34983 ELEVATIONS PAGE JOB NUMBER : FLORIDA REGISTRATION NO. 29945 3 # 1 /0IN211C ELECT. SERVICE „EP„ O150 120/ Ist p/I 2 1 >A MBR 150A MLO T� TX 3 # 110, # 6, 211C # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND i - - - - - - - - - - - - - - - - - - - I OPTION - "All ELECTRICAL RISER / DIST. i NOTE : USE ALL COPPER WIRE i 1 NO SCALE I � � I I \ i 18H LIGHTI 16 1- FAN � ■ / GFI o GFI ��? QP - ; DW GFI o (I�GFI uN. GFI RANGE W/ MICRO _ _ ` _ % 9^\I ■ - ' -�. / `�{/ ELECTRICAL LOAD CALCULATIONS PER NEC /FAN — . � - \ J \ / / LIGHT, 4'-0° 4'-0" 4'-0" • 1 1481 SQ. FT. AT 3YOLT-AMPERES (GENERAL LIGHTING) 4443 VA ■ 33 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRYCIRCUIT 1500 C REF. 4 DRYER 5000 ' — — — i ffl • 5 RANGE 12000 ■ 6 WATER HEATER 4500 �DJ \` \ 7 DISHWASHER 1200 / v \ 3L 8 REFRIGERATOR 1200 ■ ■ 9 IRRIGATION PUMP OPTION 1800 SD gp SD ELECTRICAL SYMBOL LEGEND SD ; �PJ a \ SD/CO r — — — _ _ _ _ _ _ _ _ 10 MISC. 5000 LIGHT I Q� GFI OUTLET THERMOSTAT � SWITCH TOTAL : 39643 VA a SD/CO - LIGHT I I ■ GFI SD SD/CO DETECTOR 3$ 3-WAY SWITCH SD ■ 'LIGHT \ \ i FLUORESCENT LIGHT MAEXHAUST FAN 4$ 4-WAY SWITCH / \ \ \ ■ ' DOOR CHIMES G$ DIMMER SWITCH FIRST 10 KW @ 100% 10000 FA / ` � F� FAN ' GARAGE DOOR OPENER o ALARM PAD El PUSH BUTTON REMAINDER (a) 40% 11857#2 4 4 P/GWFI WP/GFI TOTAL : 21857.2 � o SERVICE PANEL � WP-GFI OUTLET � I I I CEILING FAN A/C HEAT 100% U SERVICE METER 110V OUTLET 10000 WCJ I 1 1 , / � LIGHT FIXTURE 220V OUTLET TOTAL : 31857.2 VA ' ` J I I • ` / 20V �l WALL MOUNTED 4-PLEX OUTLET 31857 .2 ( TUB /SHOWER Ql %' \ / LIGHT FIXTURE W SWITCHED OUTLET = 132.74 AMPS USE 150 AMP SERVICE. \ ) 240 AIN.€GRESS DOOR 11 LIGHT FIXTURE SPECIAL PURPOSE ■ � "!1 � CEILING FAN w/LIGHT LP/ wIPULL SWITCH ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Tn' � ■ WH ■ II�\\� r` RECESSED LIGHT �rnn � U �J JUNCTION BOX 71 J PL AHU GFI ( u PJC COND. A/C DISCONNECT I I \ w — O VAPOR PROOF 1 / / 0 1 AMPPL V RECESSED LIGHT T PHONE OUTLET ELECT, PANE FLOOD LIGHT TV OUTLET ■ ` , � _ �� ( D �o, I FLOOR OUTLET ELECTRICAL NOTES _ _ _ _ _ / ■ o SCONCE PREWIRE @ D DISK LIGHT • • __ — )0ATTIC ACC. oppm 1 )ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. \ ' T NOTE TO BUILDER: 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION F HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES OUTLETS PER NEC 210-12(b) SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED \ ■ ■ SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 TO BE HIGH-EFFACY LAMPS) ■ ■ ■ ■ . ■ ■ ■ 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. COACH -LIGHT PREWIRE COACH -LIGHT PREWIRE ` J 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT / 5) SMOKE DETECTORS TO BE INTERCONNECTED E CTED 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 1250VOLT, 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 IV OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, F■ PROJECT NAME DATE : 20 / 22 / 2021 ENGINEER E3 PROPOSED DURDEN RESIDENCE SCALE : 1 /411 = 1 '-011 PAUL WELCH INC W MECHANICAL ° ELECTRICAL PROJECT ADDRESS : GARAGE SIDE : RIGHT CIVIL ENGINEERING to HaZ34i5 '; R q 103 . 1984 SW BILTMORE ST., SUITE # 114 5113 SUNSET BLVD , IN , FT. PIERCE , FL EXPOSURE : 160C PORT SAINT LUCIE, FL 34984 -01E STATE DF 4414Y a5 PHONE : (772) 785-9888 3 SHEET TITLE fi to �,a MODEL : CUSTOM EMAIL; PWELCHINC@AOL.COM °r+' �DdIAk ' . A% u,alnir. BLVD . , SU11� 103 POR1 S1 LUCI � LORID �I 34983 _ . . . C201 wPOR 1T ST LUCK nn PAUL WELCH P.E. 1�1. ELECTRICAL PAGE JOB NUMBER FLORIDA REGISTRATION NO. 29945 56'-0" 11 tool Oil 161_0„ 28'-211 Z II REBAR FINISH FLOOR L F CONCRETE SLAB O M _ 4" CONCRETE SLAB — - Po ' � . . ■ ■ ■ ■ 23,_7" F. FLOOR a °o 0 , — — ■ - - - - - - - - - - - - - - - - - - - ■ FINISH GRADE — — ` ^ iV O - - - - �° ° — Ye r I I 13,_7„ o IL _ ° „ _ ip 13'_3„ I LL I �_ ` , ° HOSE BIBB REF I F-1 F-1 I R I G RECESS SLAB t112 OO G 1 Z — -- (2) # 5 REBAR 12„ 4'-2" 3'-10" i BELOW FINISH FLOOR 1 3'- 0" 3'-2" 4'-0" 4'-0" 2'-11 '/z" 3'-6" 4'-0" (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS 1 1 16" 3" COVER MIMIMUM, I 5'-0" 6'-10" N O I nn i, ! �' LL F1 BEARING FOOTING F2 INTERIOR NON - BRG . FTG " l U t 3-1/2" STEP I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SCALE: 1 /2" = 1 '-0" SCALE : 1 /2" r ■ um LLA(j Al a O (WC) N �� #5 REBAR o d m ■ Z II 7-5I8" CURB w/ (1 ) 0 \ #5 BAR CONT IN 4 I o THE CURB Z II ■ o ^ F-9 (� / , ■ #5 REBAR ^ CONCRETE SLAB - G _ 4„ o II I l M 1T-6%" � % o FINISH GRADE4 CONCRETE SLAB 4 - - - - - CONCRETE SLAB F-9 Z � . —. - F. FLOOR FTG 0 .0 5,_0„ 9,_6e�„ ° — — — TOP OF SLAB I /° /aa _ ■ 4" THICK (3000 PSI) CONCRETE SLAB ■ w/ FIBERMESH OR 6"/ 6" 10/10 W WM 1 _ OVER VAPOR BARRIER ON CLEAN I 2 # 5 MINIMUM CONTINUOUS, o COMPACTED CHEMICALLY TREATED FILL I \ / 4 16" ( ) 3" COVER MIMIMUM. m+ i /�\ 41 "6o (2) # 3MINIMUCOVE CONTIMIMIMNUOUS, ■ 0Z6' FG ■ 4„ w THICKENED 12'-3" CURB SECTION EXTERIOR STEP EDGES o rJ SCALE : 1 /2" = 1 '-0" " F6 c SCALE: 1 /2" = 1 '-0"�t TILED SHOWER in (RECESS 3.1/2") 1 T-0%" ■ " 0 °? io F-9 o FTG °rd I RECESS SLAB 3-1/2" aaaaaa,a■ d. I BELOW FINISH FLOOR ' 1 \ II o II I ih 1 h F_9 ■ UTILITY PAD rn CD m U' S1J 7TUBISHOWER an in '+- I_` LL u: G litMAIN EGREBS ODOR d' # 6 REBAR WITH 3D" MIN: LAP SPLICE ■ ■ ■ Iq ■ ■ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _3-112" STEP ■ - - - - - - _ _ _ # 5 VERT. REBAR IN (300D PSI) CONCRETE I C = _ _ _ _ _ _ _ _ _ _ _ 3 -- - -- [ I FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) 4'_0" I W AHU �� ) A/C COND. # 5 REBAR WITH 30" MIN. LAP SPLICE i F 1 ` O' Of �\� '� m 3 I FTG " m U O- w km FPL METER # 5 VERT. REBAR IN (3000 PSI) CONCRETE Q ' N U V FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) BEND # 5 BAR INTO SLAB +)- q' ( # 5 CONTINUOUS # 5 BAR INTO SLAB AT 4' O.C. - STUCCO FINISH ■ RECESS SLAB 3.112" ■ _ _ _ _ _ _ _ _ _ _ ■ BELOW FINISH FLOOR F 10 ■ 4" THICK CONC. SLABaaaaaaa STUCCO FINISH If 4" THICK (3000 PSI) CONCRETE SLAB w/ FIBER MESH .���..,��aa, CURB HEIGHT VARIES w/ FIBERMESH OR B'/ B' 10/10 WWM C' # 5BAR INTO SLAB AT 4' O.C. ° z F-3 OVER VAPOR BARRIER ON CLEAN (7 m FTG COMPACTED CHEMICALLY TREATED FILL m m 2 # 5 BARS CONTINUOUS AT 12" O.O. VERTICAL i+1 LL �i D_ _ ___ —� ( ) ° d W_ a (2) # 5 BARS CONTINUOUS AT 12" O.C. VERTICAL o CURB HEIGHT VARIES "' cD U m U) w - U LL LL LL. ri m Q FINISH GRADE ( "SEE ELEVATION PLAN") v AROUND EDGE m ° o > u o w w to ■ ■ co O > ; (3000 PSI) CONCRETE SPREAD FOOTING ■ ■ CURB ■ CURB ■ ■ CURB CURB ■ ■ = Z aaa FINISH GRACE o Y ag ro U (3000 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS LLNI 0118 (2) # 5 BARS CONTINUOUS "16"64,_0„4'-2„ 3'-10" 4'-0" 4'-0" 3'-2" 6'•11 " 2'-3" 3 -7" 4'-1 '/z' 4'-0" 2'-4'/2" 6'-11 " 2'-4/2" 4'-0" 3vs' �,� TYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL 28'-4" 8'-0" 19'-8" r 1 v SCALE: NO SCALE � y SCALE: NO SCALE 56'-0" PROJECT NAME DATE 20 / 22 / 2021 ENGINEER PROPOSED DURDEN RESIDENCE SCALE 1 /4" = 1 '-0" PAUL WELCH INC . W MECHANICAL ELECTRICAL �:�� 5� E "5fy1' W PORT ST LUCI PROP RTI S INCIIIIIIII PROJECT ADDRESS GARAGE SIDE RIGHT ' CIVILENGINEERING . ; No. All N 'c 04 O 1984 SW SAINT LU IE, SUITE # 114 5113 SUNSET BLVD , IN , FT PIERCE , FL EXPOSURES 160 c PORT SAINT LUCIE, FL34984 1 4TATE of PHONE : (772) 785.9888 fto >r r$, D k16k i SHEET TITLE : MODEL : CUSTOM EMAIL: PWELCHINC@AOLCOM �, ALE't `:M N 201 SW PORT ST LUCIf BLVD . , SUITE 103 , PORT ST LUCIf , f LORIDA 34983NUMBER 0. FOUNDATION PAGE JOB : FLORIDA REGISTRATION NO, 29945 56,_0• 11 '-10" 16'-0" 28141 FIELD ADDED #5 REBAR @ TOP (MIN. ( 1 ) REQUIRED) 13'_5'h„ 261_2" 4'-6" 3'-2" U 4'-2" 5'4" 611-2" 4'-6° 31-2" 11 '-10" 2'-3'/s' 71-1o" _ 1 1 /2" CLEAR F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 i (� C.M.U . ( BOTTOM OF LINTEL CAVITY 6" X16" 15 a 8F16- 1B/ 1T I BLK. COLUMN `a GROUT O QUANTITY OF OF #5 I I u) Z • - FIELD ADDED #5 REBAR @ BOTTOM NOMINAL WIDTH MIN . 1 REBAR @TOP 00 I 13 14 I ( ( ) REQUIRED) NOMINAL HEIGHT BOTTOM REINFORCING TYPE DESIGNATION I I ACTUAL PROVIDED IN LINTEL (VARIES) 3-1/2' STEP I NOMINAL WIDTH 4M i 0 O © ® Og co fV • h i 10 M 8F28 8F24 8F20 8F16 CROSS SECTIONS FD NOTE CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION I OPENING SCHEDULE casrcRErEUNrEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS MAIN EGRESS DOOR NON-BRG. WALL LINTEL SAFE APPLIED SAFE APPLIED 3-712' STEP °' OPENING MASONRY BOTTOM WALL LINTEL CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT I c BEAM LOAD LOAD LOAD LOAD � I 12 6068 OUT oI O SWING DOOR 74" X79" 79" 8'-1 " - 7'-6" 8RF14-1B/1T 2459 250 1462 150 in � I 3068 OUT SWING DOOR 41 -1 /2" X 83" 83" 8'-1 " 41-6" (R) 8RF14A B/1T 5206 700 2525 250 Lo P ECASTLINTEL O (2) SH-25 75" X63" . 81 " 8,-1 „ 7'-6" 8F16AB/1T 2661 750 1634 300 8" X 16" BLK. COLUMN ® SH-25 38" X 63" 81 " 81_1 " 41_6l' 8F16-18/1T 6113 1300 2724 600 Lo O SH-25 38" X 63" 81 " 8'-1 " 41_6" 8F16-16/1T 6113 1300 2724 600 © SH-25 3811X63" 81 " 8'-111 4141 8F16-1B/1T 6113 750 1 2724 300 6068 74" X 79" 79" 81-1 " 71-6" (R) 8RF14-1B/lT 2459 700 1462 250 O S.G.D. 4'-6" 3'-2" 11 '-10" 6'-3" 2'-7" 3'-11 " 3'-5'/z" 6'-8'/," 614" 6'-8%s" ® SH-H32 27-1 /2" X23" 8111 8 _1 • 31-6" 8F16AB/1T 6113 1250 3547 550 7'/d' O9 SH-H32 27-1 /2" X23" 81 " 8'-1 " 3'-6" 8F16-1B/lT 6113 250 3547 150 281411 81_0„ 191_81p 10 SH-25 38" X 63" 81 " 8146 41_611 8F16-1B/1T 6113 250 2724 150 11 OPENING AT COV ERED ENTRY 81 " 814" 914" 8F16-1B/1T 1843 250 1133 150 561-o" 1z OPENING AT COVERED ENTRY 81 " 8'-1 " 6'-6" 8F16-1 B/1T 3480 300 1880 150 13 OPENING AT COVERED PORCH 8111 81_1It 9'-4" 8F16-1B/1T 1843 750 1133 350 1a OPENING AT COVERED PORCH 81It 81_1 " 9141 8F16-1BMT 1843 750 1133 350 15 OPENING AT COVERED PORCH 81 " 8'-1 " 14'-8" 8F16-1B/1T 1370 250 519 100 PROJECT NAME E N G I N E E R DATE 20 / 22 / 2021 C] PROPOSED DURDEN RESIDENCE SCALE 1 /4" = 1 '-0° PAUL WELCH INC . " �� W MECHANICAL o ELECTRICAL SSIT CE xst '', W LUCII PROP R T I I I CR s T • PROJECT ADDRESS : GARAGE SIDE : RIGHT ' ! 1 . 1 CIVIL ENGINEERING0 S N * 7 Na' z95 5 + '' � w [A:l05 1984 SW SILTMORE ST, SUITE # 114 a e ,. 1 i Q 5113 SUNSET BLVD , IN , FT. PIERCE , FL EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 + x r PHONE : (772) 785-9888 STAtE Da F+[� . ,�E 0 k74�' r Li. SHEET TITLE : M D D E L : CUSTOM EMAIL: PWELCHINC@AOL.COM � F,+F� a y N 201 SW PORT ST LUCIf BLVD . , SUITE 103 , PORT ST LUCIf fLORIDA 34983 BLOCK & LINTEL PAGE JOB NUMBER : FLORIDA PAUL WELCH RE. REGISTRATION N0. 29945 rvllasY N ` I` 2" VTR JL 2" 3" VTR J L L L AIR 1 - 1 /2" AUTO 3 WC GAP VENT W SWR 2" DW Level 1 KS 3„ 3" Laundry Master Bath Kitchen DR 8x8 53 cfm 10 x 10 2 3" 10x10 10x10 T 129cfm 186 cfin 186 cfrn 3" Great Room �" y '� 120 CFM 7 " 7 „ 4 6"Duct �� 1B WIC 6"Exhaust Vent 12x12 4 " 6 " 12x8 206cfm 12 " 9 Pantry 8x4 3�� 206 cfmg x 491 OV4 32 cfm 8 " 6cfm 4 12x12 6 " 5 " 8It 5 Master Bed 156 cfrn 12 x 12 132Cfm Hall 2 12x12 5 "1\ 3„ 2" 1L 4 " 7 " Hall 202c f 2" 12x8 10 " 10 " 12x8 y 8x8 132 cfm 85 cfm 1 ,0V00 156 cfin AT Bed 3 8 x4 14 x 14 Bed 2 Foyer 2" 33cfrn 10x6 20x20 16 L ® 64 cfm 543 cfm F T 85 cfm Bath 9 " y 3 WC 14 " 2�� TUB 3 11 DUCTS IN THE GARAGE AND Garage ,1 "rl 1 3" 50 CFM DUCTS PENETRATING THE H1WN Y 4" Duct WALLS OR CEILINGS 4" Exhaust Vent SEPARATING THE DWELLING 4" FROM THE GARAGE SHALL BE C 4" CONSTRUCTED OFA MINIMUM NOV 26 GAGE (0 .48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID SS NONMETALLIC CLASS 0 OR t \ CLASS 1 DUCT BOARD, OR So RISER OTHER APPROVED HALL PLUMBING L 1—HAVE NO L U M B I N G OPENINGS INTO THE GARAGE NO SCALE PLUMBING NOTES : 1 ) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG, 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD , PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION . Job #: 1572 Air Calcs , LLC Scale : 1 : 108 Performed by Chris Bateman for: Page 1 Durden Residence 7550 Hidden Hammock Ln Right�uite® Universal 2021 5113 Sunset Blvd Vero Beach , FL 32966 21 .0.07 RSU29066 Fort Pierce, FL 34982 Phone : 772 .800 .8413 2021 ,1u1-2610:54:54 vickilynne@aircaics.com . • .AQ5113 Sunset Blvd PSL Prop. rup PROJECT NAME DNEzo1z212o21EN �7 � NEER E3 PROPOSEDDURDENRESIDENCE S 114" = 1 '-0" PAUL WELCH INC . s� W W MECHANICAL o ELECTRICAL � ,I ST L C1 PROP RTI S I • 7PROJECT ADDRESS S GIDE RIGHTCIVIL ENGINEERING + r Ma wPOR U Nq 106 5113 SUNSET BLVD , IN , FT PIERCE , FL t984 SW BILTMORE ST., SUITE # 114 I I F EE 160 C PORT SAINT LUCIE, FL 34984 �, S T of r PHONE : (772) 785.9888 ORP SHEET T I T L E C M D D E L : CUSTOM EMAIL: PWELCHWC@AOL.COM Kj �' N nPAUL WELCH P.E.win 6; 201 SW PORT ST LUCIBLVD . , SUIN 103 , PORT ST LUCII , f LORIDA 34983 rr HVAC PAGE JOB NUMBER FLORIDA REGISTRATION NO. 29945 561011 11 ' 101, 16' 0 " 281211 M IO Ir INN" lO M S✓j L) U U W W U U U Nk CJ1 CJ1 Hatch Legend CJ3 o CJ3 o FNNNBO 0 CJ5 CJ5 00 81 � 1 11 n ■ C■ C [h Lt1 O e- INfM Not In LO M „ r r ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ CJ1 CJ1 CJ3 CJ3 TRUSS END DETAIL 7 CJ5 PLUMB CUT OVERHANG 12 CJ5 6 ER ER 8'- " CLN 4A/2" EJ7 2' 0° 2, 011 On f Du 2' 0" 21011 2' On 21011 2 ' O" 2' 011 [1011 21011 1011 1 On 1 Oil 2 ' Oil , On 2' oil 2' On 2 ' O 2' On 71011 ER HEEL HEIGHT 7101 EJ7 EJ7 n EJ7 ER _ EJ7 0 1qr ER ER E ><1 >< EJ71 J7 0 iD EJ71 M EJ7 EJ71 CJ5 ATT11 � A C SS 8'-1 " 3LNG -I EJ71 W CJ3 COF ER (16" CLNG) ,n TRUSS CONNECTOR SCHEDULE CJ1 N N N N N ER CONTRACTOR: PSL PROPERTIES _ > > AHU O OWNER: PROP. DURDEN RES. D1 N B2 0 11 211 O B2 TRUSS NOTES: CJ1 TRUSS MFGR: BUILDERS FIRST SOURCE 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY 'S ENGINEER, _ En 2) CONTRACTOR TO PROVIDE ENGINEER, , AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE B2 INSTALLING TRUSSES, LAYOUT DATE: 08 / 23l 2021 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BYTRUSS COMPANY. in m 0 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND `r� U I j I j DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES, In N B3 CUT-SHEET DATE : 08 / 23 / 2021 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS d' - 2ND BRG . TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR 84 ID POINT UPLIFT ID UPLIFT DESIGN FASTENERS NOTES 81 15T & 2ND 1924 (2) HETA 20 2500 (12) 16d s 28 ' 4" 8' Oil 19 ' 811 GABLE ENDS CONT 267 # PLF ( ) HETA 20 1 1810 9 10dX1 -1 /2" SEE " GABLE END DETAIL" 1 STRAPAT EACH END AND 48" O. C. 561011 VALLEYS CONT 100 # PLF O MTS 16 1000 14 10d X 1 -1/2" 1 STRAPAT EACH END AND 24" O. C. ALL OTHERS AT CBS EACH <1800 # (1 ) HETA 20 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 O VALLEY TRUSSES MAY BEATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO NOTE : 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" Os Cm MAX. FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH O2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) (4) 1 /4" X 1 -3/4" TITEN, AND (10) 101 FOR MISSED TRUSS CONNECTORS O3 (1) FGTR WITH (18) SDS 114" X 3" & (2) 112"X 5" TITEN HD MAYBE USED IN LIEU OD CONNECTOR SPECIFIED FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS ---- PROJECT NAME DATE 20 / 22 / 2021 ENC7INEER El PROPOSED DURDEN RESIDENCE SCALE : 1 /4" = 1 '-o" PAU L WELCH INC . µ 1 ^W PROJECT ADDRESS GARAGE SIDE asRIGHT MECHANICAL oEECTRIICAL CIVIL * N424915 . � , W w 1984 SW BILTMORE ST., SUITE # 114 w t N 0 7 Q 5113 SUNSET BLVD , IN , FT. PIERCE, FL EXPOSURE : 160C PORT SAINT LUCIE, FL 34984 d - T PHONE : (772) 785-9888 �;+'+ sb '�T�rE oi' r j� SHEET TITLE MODEL : CUSTOM EMAIL: PWELCHINC@AOL.COM r� 4 N n A R Qr 'NA4 '. 201 SW PORT ST LUCII BLVD . , SUITI 103 PORT ST LUCII , f LORIDA 34983 TRUSS LAYOUT PAGE NUMBER : FLORIDAREGISTRATIONN0. 29945 19/32" ROOF SHEATHING 0 0 OFT6 0 0 PRE-ENGINEERED ROOF TRUSSES ROOFING UNDERLAYMENT PER PLAN o @ 24" O.C. COVERED BY 19/32" iv 4 PLY CDX PLYWOOD (3) 16d NAILS (TYPICAL) HEAD: 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) (SEE NAILING DETAIL) 211X4" "X" BRACING @RIDGE AND 6' O . C . 6 12 EACH SIDE OF RIDGE SIMPSON STRAP PER SCH. q TX WOOD FASCIA CD Z N 1 /2" X 5A /2" REDHEADS w/ 2" DIA. X 1 /8" WASHER w/ ALUM . DRIP EDGE LU W (TYPICAL) O CONT GALV, MTL DRIP EXTERIOR CEILING TO BE STUCCO O o 44 OVER (PT) 1 X 2 �f w/ 1 GA. 20 NAILS w/ 3/8"WIRELADIA. SOFFIT (SEE DETAIL) iV O 8" BEAM BLOCK HEAD @ 6" O.C. OVER 2" X 4" LADDER FRAMING @ 12" O.C . p 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) 2" X 6" RS SPRUCE FASCIA (1 ) # 5 BAR FILLED 3/8" METAL RIB LATH @ 6" i� W/ 3000 PSI CONCRETE O.C. w/ ( 2 LAYERS OF 15 # FELT OVER EACH 1 /2" STUCCO EXPANSION JOINT SOFFIT PER DETAIL 8" X 8" PRECAST LINTELS FRAMING MEMBER) o W/ ( 1 ) # 5 BAR FILLED STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS N W/ 3000 PSI CONCRETE WITH 3/8" DIAMETER HEAD @ 6" O . C . OVER (2) LAYERS GARAGE FINISH FLOOR TEXTURED STUCCO FINISH OF ( 15 # FELT OR TYVAK BUILDING WRAP ) OVER 15/32" CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O .C . To, o (2) OR (3) #5 Flip PERIMETER AND FIELD, VERTICAL REBAR TIED TO DOWEL TEXTUREDSTUCCO FINISH CEILING PER PLAN GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE & RUNNING INTO BEAM BLOCK IN 300o PSI CONC. GABLE END TRUSS ( 16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) (2) OR (3) # 5 VERTICAL DOWELS — 16" X 16" X 8" CONCRETE BLOCK COLUMN 2"X4" SPRUCE OR BETTER LATERAL BRACE _ 1 . JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1 /2" w/ 30" LAP SPLICE OR @ 6' O. C. FASTENED TO TOP OF BOTTOM - 16d COMMON NAILS @ 12" O. C. EMBED . TITEN HD w/ MIN . 2" DAFT X 1 /8" WASHER. (TYPICAL) FROM FOOTER 8" X 16" CONCRETE BLOCK COLUMN CHORD OF TRUSSES WITH (2) 16d NAILS - SEE FOUNDATION PLAN l EACH , AT GABLE END TRUSS AND - STRAP GABLE END TRUSS WITH "SIMPSON" 2 . HEAD : 2" X 6 OR 2" X 8" P.T. w/ 3/16 X 3" ( FOR SIZE & SPACING ) CONCRETE SLAB WITH ( ) TAPCONS AT 12" O . C. PER FOUNDATION PLAN 4 TRUSS BACK _ NAILS EMBED STRAP IN BEAM 4" X 1 -1 /2" 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS . (STAGGER GRAIN ) FOOTING F-1 ° . ,ots ° 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"n n — X 1 /8" WASHERS II [[ �Il I ll� tl �l [I NOTE: ENTRY / PORCH POST DETAIL PROVIDE RAKE BEAM @ VAULTED GABLE ENDS BATT INSULATION TRUSS BOTTOM CHORD NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION GABLE END DETAIL TRUSS VERTICAL WEB NO SCALE NO SCALE 1 /2" DRYWALL CEILING REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T BRACE WITH 16d NAILS AT 8 INCHES O . C. 2" X 4" TOP PLATE OR 1A /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 FomoF (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1 -1 /2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 2'-0" O.C. ( 10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE amommommommomi 9. EAVE q, (TYPICAL GENERIC ROOF PLAN " PLAN VIEW") A = 5 FEET I ROOF SHEATHING ATTACHMENT REQUIREMENTS 0� o ZONE @ NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD a ZONE 02 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD Lu RIDGE \\ R\\ IF \ ZONE ® NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD IF NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX IF I IFPLYWOOD ROOF SHEATHING FASTENED TO -O3 \\\\ 2 OF FRAMING WITH 8d RINGwSHANK \\ O3 — _= 3 \\ Ll \\\ , —'F ROPER FRC 03.2.1A SPACED PER ZONEILS .--- - _¢ � DESIGNATIONS S SHOWN ABOVE, EAVE FFFFFFF ROOF SHEATHING NAILING ZONE PROJECT NAME DATE 20 / 22 / 2021 ENGINEER ," O I PROPOSED DURDEN RESIDENCE SCALE : 1 /4" = 1 ' ,0" PAU L WELCH INC . #� � fey ,e W t1G£ M W MECHANICAL o ELECTRICAL x � +; PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING ? * h Na .8+15 2 * �° W A 108 + 1984 SW BILTMORE ST., SUITE # 114 0 5113 SUNSET BLVD , IN , FT. PIERCE , FL EXPOSURE : 160C PORT SAINT LUCIE, FL34984 srxcs or ,` PHONE : (772) 785-9888 SHEET TITLE : MODEL : CUSTOM EMAIL: PWELCHINC@AOL.COM FTfF 6 ' 201 SW PORT ST LUCIf BLVD . , SUIT ` 103 , PORT ST LUCII f LORIDA 34983 a DETAILS PAGE JOB NUMBER : FLORIDA REGISTRATION NO. 29945 STUCCO CEMENT FINISH CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK STUCCO CEMENT FINISH (SEE WATER PROOFING NOTE # 1 ) (TYPICAL) FILLED CELL AT JAMB BLOCK (TYPICAL) CORROSION RESISTANT FLASHING ° .: . Q CMU WATER RESISTANT COATING PER WATERPROOFING NOTE # 4 411 °; ,0 , . (SEE WATER PROOFING NOTE # 1 ) c V X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. 4 .° ° • 1 " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK Q 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" PIT, (MIN.) BUCK WITH SEALANT =_"':'_ . _ "' �' '_ PER WATERPROOFING NOTE # 4, AND ANCHORED — __ i TO MASONRY WITH 1A /2" CASE HARDENED COIL 2" X R T WOOD BUCK WITH SEALANT PER It NOTE : NAILS AT 12" O.C. MAX. TO MASONRY WITH 1ATERPROOFING N1//4" TAPCONS wICHOR M N 1-D1 /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 PRODUCT APPROVAL 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. EXTERIOR DOOR BUCK DETAIL NO SCALE NO SCALE NOTE : NOTE : NOTE : TAPCONS TO BE INSTALLED THRU BUCK INTO TAPCONS TO BE INSTALLED THRU BUCK INTO BUCK 2" X 6" P. T. RIPPED MASONRY w/ MIN. 1- 1/4" EMBEDMENT PER 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" EMBEDMENT 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 4- 1 /2" 3" CONTINUOUS 3/4 NOTE : AND WATER SEALANT I PER R WATERPROOFING NOTE # 6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER PRECAST CONCRETE WIND RESISTANT FLUSH N 3/8" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) MARBLE SILL CORROSION RESISTANT FLASHING PER WATERPROOFING N ` r 1 -3/8" (NOTE # 2) IV I CAULK SEAM AT WINDOW INSTALLTION 7-5/8" ft (SEE WATERPROOFING NOTE # 5) :' . ' ' CMU WATER RESISTANT COATING MORTAR OR GROUTOr (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 a IOU ° L 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, 0 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 R 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 WITH A DSAND LIQUID THE ENTIRE EX RESISTIVE STIV COATING FACE AND RE/ URNSEA SURFACE OF THE BUCK SHALL BE COATED COIL NAILS @ 12" O.C. MAX ANT 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 SILLAS 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 ATALL 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 : 20 / 22 / 2021 ENGINEER C] PROPOSED DURDEN RESIDENCE SCALE : 1 /4" = T-0" PAUL WELCH INC . A W R'e• 'v E $ ° �o G A RA C� E SIDE RIGHT MECHANICAL o ELECTRICAL r r ` 544 ST LUCI RO R N OJECT ADDRESS CIVIL ENGINEERING * ? Na 299#Sr W A 10 9i I c 7 1984 SW BILTMORE ST., SUITE # 114P 0 = I R O5113 SUNSET BLVD , IN , FT. PIERCE , FL EXPOSURE 160C PORT SAINT LUCIE, FL 34984 t StATE 6i rPHONE : (772) 785.9888 itm!pEET TITLE : MODEL : CUSTOM EMAIL: PWELCHINC@AOL.COM at�Ak q. LUCI LORIDA 34983201 SW POR1 S1 LUCIf BLVD . SU11f 103 POR1 S1 , 0. DETAILS PAGE JOB NUMBER : FLORIDA REGISTRATION NO. 29945