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HomeMy WebLinkAboutFDOH PlansGENERAL NOTES THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. J; Digitally signed by �,�����1#�r� Pa u I Paul Welch ���L,.��,�,��.� r r Ba. 29945 T t r - 1 - I Dane:; 2021.12.29 � ���� � r/� Welch � .to�,or�a FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All'Previous Site Plans for OSTDS #Jr(i'sf� _ &Well# Dater 7� „_ _ Reviewer. _ - PORT ST LUCIE PROPERTIES 201 SW PSL BLVD UNIT 103, PORT ST LUCIE, FLORIDA, 34984 MODEL : (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 WWW.PSLPROP.001191 PLAN SHEET INDEX COVER SHEET SHEET 1 FLOOR PLAN SHEET 2 ELEVATIONS SHEET 3 ELECTRICAL SHEET 4 FOUNDATION SHEET 5 BLOCK &TIE BEAM SHEET 6 HVAC &PLUMB. SHEET 7 TRUSS LAYOUT SHEET 8 DETAILS SHEET 9 DETAILS SHEET 10 N/A SHEET 11 N/A PLAN SHEET INDEX DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED CIALINI RESIDENCE OCCUPANCY TYPE: -1� STREET ADDRESS : TBD BALSAM DR. FORT PIERCE, FL 34982 CONSTRUCTION TYPE : V PERMITNUMBER: CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGEAND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BYTHE ST LUCIE COUNTY.1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDEADEOUATE 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 : I_ I I X III - IV - EXPOSURE CATEGORY : B _ C X D _ 4. DESIGN WIND VELOCITY : 160 MpH 124 ASD NSA LRFD END -:ZONE WIDTH : 5' 5. MEAN ROOF HEIGHT : 17.42' ROOF PITCH : 6/12 PARAPET : N/A ' <FT. 6. COMPONENTS &CLADDING WIND PRESSURES USED : (PSF, BASED ON 10 SQ. FT. @ 10' MRH) ZONE 1: + 26.6 ZONE 2: + 26.6 ZONE 3: + 26.6 ZONE 4: + 35.6 ZONE 5: + 35.6 GARAGE ; + 30.3 -50.7 -81.0 -96.1 -38.7 -47.7 -37.0 7. DESIGN LOADS : FLOOR : 40 PSF ROOF /DEAD : 5 PSF ROOF !LIVE :.! 20 PSF BALCONY' NSA PSF DOCK : NSA PSF DECK : NSA PSF STAIRS : NSA PSF FENCE : NSA PSF' RAILING • NSA PLF /CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES -)� NO (NOT' FlPPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED : _� YES (NOTAPPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOILTEST REPORTS SUBMITTED 7 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 SR., P.E. CERT. # & CO. CERT. AUTH. 29945 DESIGN FIRM : PAUL WELCH INC. DATE ; ADDRESS : 1984 SW. BILTMORE ST. PSL FL. 34984 PAULWELCH I`NC. PAUL WELCH, P.E. REG. 29945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL KEY WEST 3 GARAGE SIDE RIGHT ELECTRICAL SERVICE UNDER GROUND EXPOSURE 160-C PLAN DIMENSIONS 6f>>'-7"X 51'-2" AREA TABULATIONS LIVING AREA 1769 SQUARE FEET 2 CAR GARAGE 394 SQUARE FEET COVERED ENTRY 215 SQUARE FEET BACK PORCH 265 SQUARE FEET TOTAL FOOTPRINT 2643 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. PLANNING &DEVELOPMENT SERVICES DEPARTMENT ST LUCIE COUNTY, FLOR.I,DA BUILDING &REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER:'OWNERS NAME: CIALINI RESIDENCE APPLICANT: PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER WINDOWS SEE ELEVATIONS + / _ 55.0 MI WINDOWS &DOORS 185 SH FL # 17499.1 IMPACT B/1s"X 1-1/4" MIN. EMBED TAPCONS AT 2" / 1 B" O.C. WINDOWS SEE ELEVATIONS + 50.0 l - 63.0 MI WINDOWS &DOORS 185 PW FL # 15349.5 IMPACT 3/18"X 1-1/4" MIN. EMBED TAPCONS AT3°/14"O.C. MULLIONS SEE ELEVATIONS + / - 75,6 MI \NINDOWS &DOORS CM-15353.8 FL # 15353.8 N/A 1/a" X 1-114"MIN. EMBED TAPCONS 4 PER CLIP BLOCK GLASS N/A N/A NIA NIA N/A N/A N/A SKYLIGHTS NIA NIA N/A N/A NIA N/A N/A SLIDING GLASS DOORS N/A N/A ';, NIA N/A N/A N/A N/A ,. SWING TYPE DOORS NIA N/A N/A N/A N/A N/A NIA FRENCH DOORS SEE ELEVATIONS + / - 50 THERMA-TRU SMOOTH STAR FL # 20468.12 IMPACT 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 3" / 14.5" O.C. AND 3" 8 7° EACH SIDE OF MEETING POINT TOPAND BOTTOM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 N/A sets° X t-s/B^ MIN. EMBED LAG scREws ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A NIA NIA N/A N/A ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A UNDERLAYMENT N/A N/A SOPREMA, INC. RESISTO L81236 FL# 2569.1 NIA APPLY DIRECTLYTO THE ROOF DECK.DO NOTAPPLY TO SHINGLES OR OTHER ROOF COVERINGS. 9TARTAT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE. OVERLAP SEAMB 3" MIN. AMD ENOLAP9 3' MIN. PEAL NALF OF THE BACKING OFF THE ROLLAND APPLY FIRM, EVEN PRESSURE ..... FROM THE CENTER TO THE EDGES, REMOVE THE DACKING FROM THE REMAINING HALF OF THE ROLLAND APPLV PRESSIJRE. ROOFING MATERIALS 160MPH 194MPH OWENSCORNING ARCH. ASPHALT SHINGLE FL#10674.1 N/A FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 GAUGE (0.1051NCH (3MM) SHANK WITHA MINIMUM 3/B INCH (tOMM) DIAMETER HEAD, ASTM F 1587, OF ALENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS ANOAMINIMUM 3/4 INCH (10MM) INTO I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS THE ROOF SHEATHING. WHERE THE RooF SHEATHING IS LESS THAN 3J4 STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. INCH (teMM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING FAsrENERs SHALL coMPLY wITH ASTMF1ee7 (s PER SHINGLE) NAME : PAUL WELCH, P.E. SIGNATURE : ON PLAN DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 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 WEATHERSTRIPPEDRND 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 R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0,5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75 % OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO 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 FORALL 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 FORALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIORTO BE %"DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.'/,"THICK WITH (13 GAGE, 1 3/8" LONG, t9/64"HEAD ; 0.098" DIAMETER, 1 '/." LONG, ANNULAR -RINGED; SD COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5/64"HEAD; OR GYPSUM BOARD NAIL, 0.086"DIAMETER, 1 5/B" 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) WALLAND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE AFLAME -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 980, 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 %" 6) LAP ALL REINFORCING STEELA 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" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15#FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. PROJECT NAME DATE: 09/13/2021 ENGINEER PROPOSED CIALINI RESIDENCE SCALE : 1/4" = 1'-0" PAUL WE LG H INC. ����� ��� ���� , F W MECHANICAL o ELECTRICAL �' r � PROJECT ADDRESS : GARAGE SIDE : RIGHT CIVIL ENGINEERING "3 xa��94s 'rr, � A 100 1984 SW BILTMORE ST, SUITE # 114 s f J 0 TBD BALSAM DR. FORT PIERCE, FL 34982 EXPDSIJRE : 160C PORT SAINT LUCIE, FL 34984 � � su,tEcr ,l PHONE : (772) 785-9888 "�' MODEL KEYWEST3 �s"� �to�`toF�l•: SHEET TITLE EMAIL:PWELCHINC@AOL.COM '`'�F''�`+k"���,,.,r''^� �, a ,,,, COVER PAGE JOB NUMBER : PAUL WELCH P.E, r �I°,II,.�an� FLORIDA REGISTRATION N0.29945 m m 26'-6" 12'-0" m 12'-8" w i O T SH-25 /EGRESS _.._... BEDROOM # 3 �t 9'-4"FLAT CEILING � N I 5080IBF CLOSET ROD &SHELF 18" X 16" X B" 16" X 6" ® BLOCK BLOCK © '` COLUMN COLUMN ® � 2 SH-25 ® P.C. LINTEL � � P.C. LINTEL ® ® ^; ®'. ®' I:: ® ® ° g � ® _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® \ � i� 3 = U�U�� F I � 2 � N I I '® DINING ROOM � o m NO x � ~ N � � f0'-1"FLAT CEILING 'u/ '- ti Q � o ® �° � g 2 1 13 ro �I I� COVERED PORCH � _ m N we pl Is 9'-0"T010'-1"CEILING R z 2880 9,II�') o f I p SCREEN ENCLOSED � 0 1 o. Y I I Iw o m I � z ROD & SHELFo l I O O j I I I '� �' CLOSET `� I I ® 5080IBF �� (EGRESS) 3•i/2'STEP S-1/2'STEP ® l O Q e � �, � o: 6080 /TEMP. 6080 /TEMP. cf°v `i I® q (1) LITE PATIO DOORS (1) LITE PATIO DOORS cooKTOP /HOOD _ _ w OO N � KITCHEN 3'-rr." r-3" ,� m r _ _ _ — — — — — _ _ _ _ � � 10'4"FLAT CEILING i N O = 1 1 (TYP) I I � BEDROOM # 2 `q m '®. I I 42'UPPER cAewErs 9'-4" FLAT CEILING uoi 2'-1'/." I ( �� z 3 in � � MASTER BEDROOM i � iM 3 � Dw =__�- - � ' °' 9'-4"FLAT CEILING � � W � ' �" 10'-0"COFFER CEILING � GREAT ROOM iV w � Y _" m � = = p �' ; w � ', ) I 10'-1"FLAT CEILING a m � � � xo ~U' I 13'-4" I n O S 5-1/2' WALL VTR �® m � 'Z-J' 0 24" Oi I I PANTRY ocgiioN y �_ ___________� CABINE OCATION 'V' ® ` - �, UTILITY ® � � 6'-10" 9'-4"FLAT CEILING m M O ROD 85HELF I� 9'-4" BEARING WALL & 11'-8" = to � HEADER 9'-4" BEARING WALL ® � )� � _ _ _ WARDROBE 2880 1� ______ _] ® \ STAD N-712'STEP________ WH � � O � 17 7/. � 0 BEARING WALL h � PROTECTION POST 8 HEADER O `" �r � ' ��w°' FOYER 3 ' anTe0000a z2-v2"xs4" z 80 Q i x� �" � ATTIC ACCE69 � O ® � � � �-� � 1 ? (PULL DN. STAIRS) � U fWil p � CEIL GT � � = m ¢ Z � � OFFICE �.. a � N N ' BoeontrEtMPACT 10'-1"FLAT CEILING °' - 3 � LL PANEL ® U.G. 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' t �3 2/\ ® U I. ®® ®6"xza"FlxeoITEM , ®�®� ® COVERED FRONT PORCH o N � � I lf'-f"FLAT CEILING 1e'-4'/.^ 4 'n K i i m O i i ''. p ' io � � ® a ® w ®' ® � 18080 / OHGD ®! ®., ® O 12" X 12" � � � i � z BLOCK o � iQ O � � NOTE: FRAME ALL DEAMS OMATCH COLUMNS j O � i� ` COLUMNS � m o � i _ — — — _ — — — — — — — _ N � EI ____________________________ ® N O U 16"X16" i i ®--------------------------- ® o BLOCK BASE � - (38"HIGH) _ _ ® _ _ _ _ _ ®' � (4) LOCATIONS --------------- ® '' TO COLUMN TO COLUMN TO COLUMN To suB To sue 51' 2" 7o sLAe PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL KEY WEST 3 GARAGE SIDE RIGHT ELECTRICAL SERVICE UNDER GROUND EXPOSURE 160-C 19AA� �It71i7i1��69C�7�6� _.__ _ _ �L LIVING AREA 2 CAR GARAGE COVERED ENTRY BACK PORCH 66'-7"X 51-2" 1769 SQUARE FEET 394 SQUARE FEET 215 SQUARE FEET 265 SQUARE FEET TOTAL FOOTPRINT 2643 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. SOFFIT DETAIL NO SCALE 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) FIBERGLASS SHINGLE ROOF OVER POLYGLASS 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: VORTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER — (SEE FOUNDATION PLAN 1 l FOR SIZE &SPACING .�.0�'-0" TOP OF SLAB `I' GRADES 4' 5 ,S) �j � Do X 6" PRIMED &PAINTED 'S SPRUCE x 22" SCREENED iNTS AT 48" O.C. JCCO OVER WIRE LATH wi 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) INSULATION 1/2"DRYWALL @CEILING — (TYPICAL) (2) ROWS 8' X 8" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL •8" PRECAST LINTELS � W/ (1) # 5 BAR FOR ALL p DOOR AND WINDOW OPENINGS —I & FILLED W/ 3000 PSI CONCRETE � w 1"X 2" P.T. FURRING STRIPS �' @ 16" O.C. WITH FI-FOIL �i' ? INSULATION °' I'" 1l2" DRYWALL (TYPICAL) 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 PROJECT NAME : DATE : 09/13/2021 ENGINEER �,,,�,,,,.,,,,. F- PROPOSED CIALINI RESIDENCE SCALE : 1/4"=1'-0" PAUL WELCH ING. s,.�;�yC ���"��,,; W MECHANICAL° ELECTRICAL �' ;�'��+'�fi'�s�°�'�`��'F P R D �J E C T ADDRESS : GARAGE 51 D E RIGHT CIVIL ENGINEERING "-+ Ha s9443 :. � + 1984 SW BILTMORE ST., SUITE # 114 - O TBD BALSAM DR. FORT PIERCE, FL34982 EXPOSURE 160C PORT SAINT LUCIE, FL34984 � �, suss � ,),;�,^ PHONE : (772) 785-9888 '3� �.t D QryOf .r 5 H E ET TITLE MODEL : KEY WEST OUST EMAIL: PWELCHINc(ojAOL.coM {"`�F'�`A}}�d4�-4, 201 SW PORT S1 LUCRE BLVD., SU11f 103, POR1 S1 IUCI�, fIORID�I 34983 'l��°I'�"�,l"y, PAUL WELCH P.E. FLOOR PLAN PAGE J � B NUMBER : FLORIDAREGISTRATION N0.29945 +/- 25'-8-1/2" TO RIDGE CORNER + /- 1 T-6" TO M.R.H. BEARING HEIGHT 11'-1" BEARING HEIGHT 9'-4" ------€ 14"STUCCO CORNER BANOSI I.D. F.F.E. 0'-0" BRG. HT. 10'-1" BRG. HT 9'-4" F.F.E. 0'•0" 12 6� C:C ::: 12 �8 BRG. HT. 9'-4" �� ' � � rn �������® _ _��� 16" X 38" STUCCO BASE 16" X 36" STUCCO BASE —'� �� F.F.E. 0,_0„ �' 'l �f811 ` 1111N11Ifl i{ �.� � 1 III OPENINGLD. OPENINGLD. �� 1 t � OPENING I.D. C-1 8.1 OPENING I.D. - �1I ,IkII�Iflp�iffl4iYdiS L4iiNG 9tliGlft t�t Ifl��l5� � � � D A � ;��; � � �' � � �_� � ��� H �� OPENING LD. - it I{ i ��'�.� 11', Ir�� ppff���.. � � � u ggg - - OPENING LD. �IYSHIIfI ��I���14!dft�lIMAH41ih 1141���4��trf�i��l� �il�>i) K G �-1 SCALE : 1/4" = 1'-0" 2 I 1 I 1 i qE SCALE : 1/4" = 1'-0" OPENING LD. OPENING LD' 2 E 1 E 1 1 r B 1E NOTE: 21 21 SAND FLOAT FINISH ONALL STUCCO BANDS & RETURNS SUCHAS WINDOWS, DOORS. GARAGF MnR.0 (�NI SCALE : 1/4" = 1'-0" OPENL 2E OPENING I.D. J 21 OPENING I.D. I 2E INf d '� �' � � 'IC � „p � � ,"« T I� �I �� � 1i� a �I ,,u�,�a� �ififi �I i�' wlimla�md l}I��I I ol�4panll'Id`�4�a SCALE : 1/4" = 1'-0" CALCULATE ATTIC VENTILATION CEILING = 2643 SQUARE FEET 2643 / 150 = 17.6 REQUIRED VENTILATION 235 LINEAR FEET OF 6" X 22" VENT'S @ 48" O.C. = 53.85 SO. FT / 2 = 26.9 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 26.9 SQUARE FEET> 18 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22"SOFFIT VENTS �1a 48" ON CENTER i� ■ 1 1 ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. v OPENING AREA � INTERIOR ZONE 0 END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 1Q 10 +35,6 PSF -38.7 PSF +35.6 PSF -47.7 PSF z0 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF Q 50 +32.0 PSF -32.OPSF +32.0 PSF -40,2 PSF 0 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF 1, DESIGN PRESSURES PER ASCE 7-16 z EXPOSURE 160-C ENC,INEER PAUL WELGH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 ,,,,,.,1„•,,,,. e�`'4 �H ���y�v. W t {� Ho. 2594�5 `t, ♦ �. W A 10 3 f � a � 4 srr,t� cr r.`� - BRG. HT. F.F.E. �' �N � i HtiHH f Ip10H1'�Irii�+ i 1 w fip ��h � ,- � tH�1gt IiHlHtki '1�1�� � I��p�piLUli6i�ifl I I I I I -- 1 I � Ir-�� / ' \ I WP/OFI I I `-----�.,� `J -� I 1 II I � i I \ 'F N I I � \ // II LIGHT \ �I SD/COI I i r \ / I ---I i �� - -„'_-- 85" O.F.F. 55'O.F.F. / - / -!' /, J-AtV / J.161-(l' - �--- �1 J SUNDER SWITCHES �.,,.,.,�,.o«�. i� DW I , l w / 1'AN L�GHT �. u /' l ,•..✓ � _ i � VJ L/� �. R ,/ ��� y,r--,GFI � / \' �r _ /� � \ - � 1 � ;LIGHT PAN --I '� �/, � 20V ���� � � �---__ LL_ . _(mti � NCO kl. w ° GFI GFi � {fly W � / 1— � \.' - l -==ar -i-�`\ � \ - GFr PROTECTIC RIC ACCESS � ��.. 0 a z F a 200AMP PANEL i i � `; � � o � - _ _ .-- ----� O200 „EP„ 2 120/240V M 1w MBR 200A MLO # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE :USE ALL COPPER WIRE UG SERVICE BY FPL OPTION - "B" ELECTRICAL RISER / DIST. NO SCALE ELECTf�iCAL SYMBOL LEGEND SWITCH � THERMOSTAT OT GFI OUTLET �I 3-WAY SWITCH �a SD/CO DETECTOR �D 4-WAY SWITCH �4 EXHAUST FAN FLUORESCENT LIGHT DIMMER SWITCH �p DOOR CHIMES � PUSH BUTTON (] ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP� I SERVICE PANEL 110V OUTLET � SERVICE METER � CEILING FAN 220V OUTLET � LIGHT FIXTURE �, lJ 4-PLEX OUTLET � WALL MOUNTED O SWITCHED OUTLET LIGHT FIXTURE � SPECIAL PURPOSE ® LIGHT FIXTURE � � CEILING FAN w/PULL SWITCH �PJ wILIGHT JUNCTION BOX JO RECESSED LIGHT mot` A/C DISCONNECT 'fl VAPOR PROOF P„5 O PHONE OUTLET � RECESSED LIGHT 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 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 ELECTRICAL LOAD CALCULATIONS PER NEC 1 1769 SQ. FT. AT 3VDLT-AMPERES (GENERAL LIGHTING) 53D7 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: 40507 VA FIRST 10 KW @ 100% REMAINDER @ 40% TOTAL ; A/C HEAT nd 100% TOTAL : 32202.8 = 134.18 AMPS USE 200 AMP SERVICE. 240 10000 12202.8 22202.8 10000 32202.8 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 FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING -ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,CLOSETS, HALLWAYS, Oft 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, '-0UTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBL1tJ.MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. t0) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. PROJECT NAME : DATE: 11/19/2021 ENGINEER PROPOSED CIALINI RESIDENCE SCALE : 1/4" = 1'-0" PAU L WELCH I N G. W MECHANICAL o ELECTRICAL • � PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING TBD BALSAM DR. FORT PIERCE, FL 34982 1984 SW 81LTMORE ST, SUITE # 114 E XP ❑SURE 160 C PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 SHEET T i T L E MODEL : KEY WEST GUST. EMAIL: PWELCHiNc@AOL.coM 201 SW POR1 S1 LUCIf BLVD., SU11� 103, POP1 ST lUClf, �IORiD�I 34983 a ELECTRICAL PAGE JOB NUMBER : FLORIDAREGISTRATIONN0.29945 Hq. z��,g � . =� TW A 10 3 i. STASE Ci �� i ?�.�`' 'r10 R14h 26'-6" 12'-0" 12'-8" 4'-5" 3'-10" 4'-5" 2's'--'IHOSE •_ 4'-0„ BIB f _I- ®® ® ®® ® N ® 4 tV � �- 13'-3" 8" 12'-7" 3'-3" 6'-11" 1'-10" u- ri ® p_g q G `r 3'-9" T-2" 4'-8" 1'-7" T-2" 2'-2" :4 a 6> `t �a o ® F-1 µ, �31� G i�?�� �o� 3 iq a N a ,� "v 4'-D" o V 2r4 WALL REF. i ; �. ��.� g J ®' o Fn I I m cFB LLLL � � LL. o O ® LL� �� 90TA I DS � w� V/ I �<�� _- 4 I � � -�-N `' ---:�:n �� :n tV � I ,s,nnp�S 3�Oy :- / I 1` WC ( � _ m o RECESS SLAB 3-1/2" � F-6 _._- d- .��"`� BELOW FINISH FLOOR TG I I F-9 �ie� i G6��y F"g v I � FTG F ® 4"THICK (3000 PSI) CONCRETE SLAB I 3-1/2' STEP 3-7/2' STEP ® wl FIBERMESH OR 6"/ 6" 10I10 W W M ® ® ® ® ® ®® OVER VAPOR BARRIER ON CLEAN ®® COMPACTED CHEMICALLY TREATED FILL 0 ® c� LL� LL� \ '- p-g 20'-8'/e" N G ^ � 2r4 WALL REF. Ol ® W N 'n 12'-3%" u' N �0� 2v4 WALL REF. 'o � V R NOTE: � �� ° �.-,. RUN ELECTRIC TO ISLAND � --� q v 18'-5%„ N FOOTER REF. B, I {.�__ ® TOP OF SLAB � � FTG . @� � � LL � � � A � F-9 � iV o V��r 4"THICK(3000PS1)CONCRETESLAB .____ � ---- _____ ___ _______________ __________________ ----,-- =�-------------------------------- _ - 4 w/ FIBERMESH OR 6"/ 6" 10/10 WWM — — — — — — — — — — — — — — '- �' m OVER VAPOR BARRIER ON CLEAN AHU I L _ — — — — — — — — — — — — — — — 'Tr — U ® COMPACTED CHEMICALLY TREATED FILL \\\ off _ BY PLUMBER � i ' Y CURB BEYOND WALL(�ai, o ' � I� I_�i t; ��l t- 4 12'-0" 9'-2" 8'-10%" � � ROTECTION POST O a FaoiER REF. FOOTER REF. FOOTER REF. ' ti a. Z THICKENED � p-5 � � � � ® EDGES � - i�./ q� o FTG � � � F � a TILED SH ER WOO \ Ity �Q � ( W � � (RECES 3-1/2") �Y p � a 4 d. i i , J � m ^ � 200AM � I FPL METER ® PLUMB REF. � � PANE L U.G. POWER ® hh ® i/2' STE ® � , i � � li FOOTER REF. y4� c ; "".. � Lav; q? F-6 � � � O �, � � �"j m RECESS SLAB 3-112" N p � � � -10 � UTILITY SLAB v �, � 9'-2%" S u- � � i BELOW FINISH FLOOR � o � N . p �^, � ,"„f SHOWER REF. ���iii ° 4 �� � o p FTG N' a s N � �. � a � � ® d' HOSEBIBB 6,_5„ - O---------------- --- n � PLUMB REF. F-6 ® i i ______________________ � {- F'g m 3'-11" G ® ® ® ®®® � N 18-4 � / 41 �({�� 4 U ® , G n � � PLUMB REF °cj i FOOTER REF. I /�} It\ i0 W PL MB RE. __ __________ U �� V � ^ 31Y1'BTEP 3 'S P 6'-6° 1D'-4° 1D%° ? ; \;' i^ � q o " � m� !4 a N v ® � CURB HEIGHT VARIES � 3.6 ® '—'" � `�` io y i AROUND EDGE � I I I 3 ' � � � ® '� f � ® � i -f ® ® ® a ®® q � i � o � � m o 0 � `4 LL � m CO U- (-i 5'-3" � � Ty W ® PLUMB REF , I RECESS SLAB 3.1/2" ® _ 4'-0" i i BELOW FINISH FLOOR (7 I 1 LL � 4'-11'/a" 4'-9" o i � � � F 1 ' 1 � � i i � i � TG (� __ ___ _________ • ° `iw N Q 14,-8„ LL ® � 0 F 9 4 N __________________ � � _________ - `r a � ® ® F-1 0 TG FTG rD sue To sue 51'-2" To SLAB t' � ' ' ,, ' ' , , , II Z II � #5 REBAR c'�7 r 4" - - --- �co �_m—m—n �Iii�_IP=�T�=TTi' 2 16„ " �(2) # 5 MINIMUM CONTINUOUS, r 3"COVER MIMIMUM. F1 BEARING FOOTING SCALE: 1/2" = 1'-0" #5 REBAR Z 0 7-SIB" CURB II� 4„ CONCRETE SLAB FINISH GRADE 1 '. N � _ � CONCRETE I` (2) # 5 MINIMUM CONTINUOUS, 16" 3' COVER MIMIMUM. W--�P-� 4" F3 CURB SECTION SCALE: 1l2" = 1'-0" GRADE FINISH INTERIOR BRG. FTG. (sTEP� Z II #5 REBAR � (� i-CONCRETE SLAB e p�mI11���111� I_L_— =_ 16" I41 \--(2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. F6 EXTERIOR STEP SCALE: 1/2" = 1'-D" II #5 REBAR (� / /--CURB n @SHOWER I— FINISH FLOOR ii ! .=111= .ni�iluut�illtl inIi11C111'�cPi1Ci� (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. SHOWER/CURB/RECESS SECTION r o SCALE: 1l2" = 1'-0" BEND # 6 BAR INTO SLAB +/- 4' # 5 SAR INTO SLAB AT 4' O.C. # 5 CONTINUOUS 4" THICK CONC. SLAB w! FIBER MESH # 5 BAR INTO SLAB AT 4' O.C. "- :\ W - � W # 5 REBAR WITH 30"MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE _ �I � FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) I -.--- STUCCO FINISH . P W � (2) # 5 BARS CONTINUOUS AT 12" O.C. VERTICAL N FINISH GRADE (°SEE ELEVATION PLAN") N _ (3000 PSI) CONCRETE SPREAD FOOTING (2)#6 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE # 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 16° �\ (3000 PSI) CONCRETE SPREAD FOOTING (2)# S BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE PRDJECT NAME DATE : 11/19/2021 PROPOSED CIALINI RESIDENCE scALE : 1/4"=1'-0" 7 PROJECT ADDRESS GARAGE SIDE : RIGHT O TBD BALSAM DR. FORT PIERCE, FL 34982 EXPOSURE : 160 C SHEET TITLE MODEL : KEY WESTCUST. O. FOUNDATION PAGE � o B NUMBER ENC;INEER / PAUL WELCH INC. ,���"4GMrF' I" MECHANICAL o ELECTRICAL z cQ�� 5r E 'fit ��"``-;, W CIVIL ENGINEERING ,? +i Ha.24945 -i r =, W 1984 SW BILTMORE ST, SUITE # 114 ? 4 PORT SAINT LUCIE, FL 34984 � t SThSE DF r r PHONE : (772) 785-9888 �g-�„ ,� }, r , �• .�"•� � O R14,. EMAIL: PWELCHINC@AOL.COM '"a,FSs�;�k��, ,�a'' N PAUL WELCH P.E. � rQ0'0��/,�'. FLORIDA REGISTRATION NO. 29945 iNr n W 7 0 a FIELD ADDED #5 REBAR @TOP (MIN. (1) REQUIRED) � � 1 1/2" CLEAR x c� _ ..— C.M.U. U '� a Z � � GROUT z ® FIELD ADDED #5 REBAR @BOTTOM e e (MIN. (1) REQUIRED) 7 518" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 8" (VARIES) NOMINAL WIDTH i�i i■i :�: u 8F28 ��i i■i a u 8F24 F =FILLED WI GROUT, U =UNFILLED QUANTITY OF #5 Cad �- BOTTOM OF LINTEL C VITY 8F16-1B/1T NOMINAL WIDTH --� QUANTITY OF #5 REBAR @TOP NOMINAL HEIGHT a ems: u� 8F20 CROSS. SECTIONS TYPE DESIGNATION '� ate: u 8F16 NOTE: CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETELINTEL BETWEEN OPENINGS (CONTRACTOR TO VERIFY) LINTEL SAFE APPLIED SAFE APPLIED OPENING OPENING TYPE MASONRY BOTTOM WALL LINTEL COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD O 16070 OHG DOOR 192" X 84" 84" 9'-4" 17'-4" 8F28-1 B/1T 1849 250 754 150 O2 SH-25 37" X 63" 81" 11'-1" 4'-0" SFS-OB/1T 2561 100 1363 100 O FIXED GLASS 3T X 20" 109" 11'-1" 4'-0" SF24-18/1T 8974 850 4853 350 TRANSOM O SH-25 37" X 63" 81" 11'-1" 4'-0" 8F8-OB/1T 2561 100 1363 100 3A FIXED GLASS 37" X 20" 109" 11'-'I" 4'-0" 8F24-16/1T 8974 800 4853 300 TRANSOM ® (2) 3080 78" X 98" 99„ 11'-1" 7'-6" 8F34-1B/1T 6472 550 3508 409 OUT SWING DOOR 0 FIXED GLASS TRANSOM 48" X 24" 96" 9'-4" 5'-4" SF16-1 Bl1T 5365 1250 2290 700 © SH-H33 27-112" X 38-1/4" 96" 9'-4" 3'-6" SF16-16/1T 6113 200 3547 150 O SH-H35 27-1/2" X 63-1/4" 96" 9'-4" 3'-6" 8F16-1B/1T 6113 200 3547 150 ® SH-H35 27-1/2"X63-1/4" 96" 9'-4" 3'-6" 8F16-1B/1T 6113 200 3547 150 9 0 6080 78" X 96" 99" 10'-1" 7'-6" (R) 8RF22-16/1T 5743 1450 2442 800 OUT SWING DOOR 7g�� X 96" 99" 10'-1" 7'-6" (R) 8RF22-16/1T 5743 1000 2442 400 OsDso 10 OUT SWING DOOR t1 (2) SH-25 75" X 63-114" 96" 10'-1" 7'-6" 8F24-1B/1T 5681 100 2571 100 12 (2) SH-25 75" X 63-1/4" 96" 10'-1" T-6" 8F24-1 B/1T 5681 700 2571 300 13 SH-25 37" X 63" 96" 9'-4" 4'-0" SF16-1B/1T 6113 200 3079 150 1a SH-23 37"X38-1/4" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 1700 3079 900 15 SH-25 37" X 63" 96" 9'-4" 4'-0" 8F16-1 B/1T 6113 200 3079 150 15 SH-H33 27-1/2" X 38-1/4" 96" 9'-4" 3'-6" 8F16-1B/1T 6113 200 3547 150 L-1 OPENING AT COVERED ENTRY 96" 11'-1" TOP OF BEAM 7�_g�� 8F16-18/1T 2661 500 1634 300 L-2 OPENING AT COVERED ENTRY 96" 11-1 TOP OF BEAM 7'-6" 8F16-1 B/1T 2661 200 1634 150 L-3 OPENING AT COVERED ENTRY 96" 11'-1" TOP OF BEAM 2'-10" 8F16-1B/1T 6113 100 4460 100 L-a OPENING AT COVERED ENTRY 96" 11'-1" TOP OF BEAM 7'-6" 8F16-16/1T 2661 250 1634 150 L_5 OPENING AT COVERED ENTRY 96„ TOP OF BEAM 7'-6" SF16-16/1T 2661 200 1634 100 L-5 OPENING AT COVERED PORCH gg�� 10'-1" TOP OF BEAM 13'-4" 8F16-16/1T 1075 200 606 150 L_7 OPENING AT COVERED PORCH 96° 10'-1" TOP OF BEAM 13'-4" 8F16-16/1T 1075 300 606 600 L-5 OPENING AT COVERED PORCH 96° 9-4 TOP OF BEAM 9'-4" 8F16-18/1T 1843 200 1133 150 DATE 11/19/2021 SCALE 1 /4" = 1'-0" GARAGE SIDE RIGHT EXPOSURE 160C M O D E L KEY WEST CUST. JOB NUMBER: �.� PAUL WELCH ING. MECHANICAL° 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 +` No.29B+1�5 '� 4 � STAEE � t�:k W W I Yi A 105 50 CFM 4" Duct 4" Exhaust Vent 120 CFM 6" Duct 6" Exhaust Vent Job #: 16?A� Performed by Chris Bateman for: Cialiani Residence TBD Balsam Dr Fort Pierce, FL 34982 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 Scale: 1 : 111 Page 1 Right-Suite®Universal 2021 21.0.08 RSU29066 2021-Sep-2413:13:08 ... HVAC\TBD Balsam Dr PSL Prop.rup �� '' � ' ' '' 1 ' , , , AIR 1-1/2"AUTO GAP VENT DW 2" 2" VTR � ,V'' '� . JL L L SHR 2" WC �„ 3" 3" 4" G�� / PLUMBING RISER NO SCALE KS 3" 3" 3" 3" 3" 2" 2" VTR JIL �,, � J L3" VTR 3" 3" s W4 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'/d' 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. 2" L TUB IWC PROJECT NAME DATE : 11/19/2021 ENGINEER q fha �a,ryViY ,,,,, PROPOSED CIALINI RESIDENCE scALE � 1/4^=1'-0° PAUL WELCH INC. �����c ti������+.,,, � PROJECT ADDRESS GARAGE SIDE : RIGHT MECCIVILI ENGINEER NGICAL �'�:+� No zsB S +, + % � A 106 1984 SW BILTMORE ST., SUITE # 114 e + T] 2 Q TBDBALSAMDR.FORTPIERCE,FL34982 EXPOSURE : 160C PORT SAINTLUCIE,P134984 `.,� starers f PHONE : (772) 785.9858 ?' ,r !t o R7a} ,;`- SHEET T 1 T L E MODEL : KEY WEST CUST. EMAIL; PWELCHwcpADL.coM '� �sS,GNA4.� a PAUL WELCH P.E. 0. HVAC PAGE JOB NUMBER : FLORIDA REGISTRATION N0. 29945 1 1 TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1)ALL ROOF TRUSSES TO BE DESIGNED BYTRUSS COMPANY'S ENGINEER. ".3),CONTRACTOR TO PROVIDE ENGINEER. ,AND BUILDING DEPARTMENT WITH ENGINEERED INSTALLING TRUSSES. 3) TI;USS TO TRUSS CONNECTIONS TO BE PROVIDED BYTRUSS COMPANY. 4) CONTRACTOR TO VER/FYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 6) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS TRUSS DRAWINGS BEFORE CONTRACTOR: PSL PROPERTIES OWNER: CIALINI RES. TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 11 / 10l 2021 CUT -SHEET DATE : 11 / 10 / 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A4 1ST63RD 1343 (7)HETA 20 1810 (8)1fid A4 2ND 3388 (1) MGT 3965 (22) 10d & (1) 5/8"A.B. �® D6 2ND 1455 (2) MTS 16 2000 (14)10d X t-1/2" Kt 1ST82ND 1726 (1)HETA 20 1810 (B)tfid GABLE ENDS CONT. 267 # PLF () HETA 20 1810 (8)16d SEE GABLE END DETAIL 1 STRAPAT EACH END AND 48" O.C. VALLEYS CONT. 100 # PLF ()MTS 16 1000 14 10d X 1-1/2" t 1 STRAP AT EACH END AND 24" O. C. AIL OTHERB Arces BEARING 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 1-112" AT FRAME BEARING 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 inrrinnrnr ror rce nnnrnicnrno nor,nn O1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2.1/2" TO SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. O2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) O3 (1)- FGTR w/(18)-SDS 1/4"X 3" & (2) 1/2"X 5"TITAN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED ® (1)- HDU4 w/(10)-SDS 1/4"X 2-1/2" & (1) 5/B"XA.B. O MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED DATE 11/19/2021 GARAGE SIDE RIGHT EXPOSURE : 160C MODEL : KEY WEST CUST. JOB NUMBER ENGINEER PAUL WELCH INC. ,,����;'�"���.:.,, I" MECHANICAL ELECTRICAL �;rQ�';yccHrx'Mc� W CIVIL ENGINEERING � *;'/ Na.299#S ; � , W 1984 SW BILTMORE ST., SUITE # 114 x � • � m A 10 7 PORT SAINT LUCIE, FL 34984 y L STAtE OK e PHONE : (772) 785-9888 .��77qqf�� z 5"Nf S2 b Rtp��i� Yi EMAIL: PWELCHINC@AOL.COM 'sy,Ir,S` ��� , ��' PAUL WELCH P.E. r"r arun.,nn!r'Y FLORIDA REGISTRATION N0.29945 Z Z W �. O O O 16" X 3" TAPCONS @ 12" O.C. (TYPICAL) /2" REDHEADS w/ 2" DIA. X 1/8" WASHER L) T) OR 2" X 8" (PT) BUCK (TYPICAL) FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16'-0' X 8'-O" & 9'-O" 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) ""'JSS BOTTOM CHORD "DRYWALL CEILING NO SCALE < 4" TOP PLATE OR 1-1/2" X 3-5/8" TAL RUNNER < 4" WOOD FRAMING @ 24" O.C. 1-1/2" X 3-5/6" METAL STUDS "DRYWALL BOTH SIDES 'PICALALL WALLS INCLUDING GARAGE) < 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL NNER w/ TAPCONS OR CUT NAILS @ P' O.C. (10d NAILS FOR WOOD FLOOR) ISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE a Z W a <� T A d, PRE-ENGINEERED ROOF TRUSSES 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT. GALV MTL DRIP OVER (PT) 1 X 2 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL' TEXTURED STUCCO FINISH (2) OR (3) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (2) OR (3) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER (SEE FOUNDATION PLAN 1 l FOR SIZE &SPACING f FOOTING F-1 12 6 � 6" X 6" BEAM BLOCK w/(1)#5 BAR CONT IN (3000 PSI) CONC. FILLED CELLS. EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11GA. 2" NAILS w/ 3/6" DIA. HEAD @ 6" O.C. OVER 3/8"METAL RIB LATH (a� 8" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH 8"PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE TEXTURED STUCCO FINISH 16" X 16" X 6" CONCRETE BLOCK COLUMN OR 8" X 16" CONC. BLOCKK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE :SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE 2" X 4" 16" O.C. w/ (2) 2" X 4"TOP PLATE 6 TRUSS BRG. cV STUCCO -LAP FINISH — ATTACHED PER NOTES. (STRUCTURAL NOTE # 13, COVERSNEET) /�,L.'.;...� 'jll (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE � 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 CUPOLA DETAIL NO SCALE POR1 Si LUCID PROP�RiI�S. INC. �� i � � �� � � ��� \ I6 SIMPSON MTS 16 w114-10d v PRE-ENGINEERED WOOD TRUSSES NAILS PER CONNECTOR SCHEDULE 2XPT BLOCKING @ COLUMN SIMPSON STRAP PER SCH. 9'-4" FROM DOUBLE 2"X4" TOP PLATE FINISHED FLOOR " ' L' PROVIDE (2) 2"X12" YP HEADER SOFFIT PER DETAIL w/FLITCH PLATE GLUED &NAILED 1/2" DRYWALL w/10d NAILS @ 8" O.C. STAGGERED EXTERIOR CEILING TO BE 8" BEAM BLOCK (WALLS &CEILINGS) BOTH SIDES @DOOR OPENINGS. ,. STUCCO OVER WIRELATH •. ': �!•, ; WI (1) # 5 BAR IN 3000 PSI w/ 11GA. 2" NAILS w/ 3/8"DIA. CONCRETE FILLED CELL. - HEAD @ 6" O.C. OVER �' ` �': ' B" PRECAST LINTELS 1l4" X 3" TAPCONS @ 12" O.C. TO 2"X4" STUDS @ 16"O.C. 3/8" METAL RIB LATH @ 6" W/ (1) # 5 BAR FOR BLOCK WALL OR 1/2" X 5-1/2"—� • SPH-4 TOP &BOTTOM EACH STUD O.C. wl (2 LAYERS OF 15 # OPENINGS &FILLED REDHEADS @ 24" O.C. FELT OVER EACH W! 3000 PSI CONCRETE FRAMING MEMBER) 12" X 12" BLOCK COLUMN R-11 INSULATION _ p,T. 2"X4" BOTTOM PLATE ..: `,: STUCCO FINISH wl (2) # 5 BARS IN (3000 PSI) wl 1l2" DIA. X 12" A.B. @ CONC. FILLED CELLS. NOTE: 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. wl 16" X 16" STUCCO FINISH PROVIDE SIMPSON SPH-4 HURRICANE WASHERS. STUCCO BASE (2) # 5 DOWEL wl 30" @TOP &BOTTOM PLATES @ '- MIN. LAP SPLICE 16" O.C. w/ 10-10d NAILS. VERTICAL DOWELS MONOLITHIC FOOTING w/ FROM FOOTER (2) #5 BARS CONTINUOUS •.; # 5 BAR VERT IN (3000 PSI) CONC. ; •,.:' , FILLED CELL. r _ .� _• °y'�•_ " ° �'(�� "p��, °p , (LOCATIONS PER FOUNDATION PLAN) i II 1I1 4 -- ll lI �� �h e' - �== FOOTING PER PLAN PRE-ENG. TRUSSES SEE TYP. WALL SECTION FOR ROOF SHEATHING , AND FINISH SEE CONNECTOR SCHEDULE EAVE DETAIL, PER TYPICAL WALL SECTION NON -VENTED STUCCO SOFFIT 2" X 2" CONT. (16d @ 8" O.C.) MTS-16 w/ 14-10d NAILS " CONCEALLED FLASHING CORNER BAR 2" X 4"SILL PLATE (2) 16d NAILS MTS-16 w/ 14-10d NAILS 12" X 12" ENTRY PORCH COLUMN DETAIL NO SCALE NOTE :SEE TYPICAL WALL SECTION FOR MORE INFORMATION BOTTOM TRUSS CORD 2" X 4" STUD AT (4) CORNERS FROM (2) TOP PLATE TO BOTTOM CORD OF TRUSS, (3)16d AT ALL FRAMING INTERSECTIONS. (2) 16d NAILS # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN U) FILLED CELL CONTINUOUS W TO FOOTINGS. � CORNER BAR # 5 HORIZ REINF. TYP BLOCK TRANSITION NO SCALE CEILING PER PLAN 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' O,C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSS BACK P.T. 2" X 8" CONTINUOUS WITH 1/2" " J " BOLT OR 1l2" X 5-112" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS GABLE END DETAIL NO SCALE INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE : INTERIOR BEARING WALL WITHOUT STEP SIMILAR 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 2"X4" "X" BRACING @RIDGE AND 6' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA wl ALUM. DRIP EDGE SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" O.C. -112" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3l8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15132" 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" HETA 20 AT 48" O.C. WITH (9) 10d X 1-112" 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. PROJECT NAME DATE : 11/19/2021 ENGINEER ,,,.,,,.,.,.,., E„ PROPOSEDCIALINIRESIDENCE SCALE : 1/a"=1'-0° PAUL WELCH INC. ,.�«�yG����,,,, W MECHANICAL° ELECTRICAL °�R�i'wSCH,rs"�'+i4 W � PROJECT ADDRESS : GARAGE SIDE : RIGHT CIVIL ENGINEERING rr{ Ha249S t=1k"s W Q Q TBD BALSAM DR. FORT PIERCE, FL34982 1s6asweILTMOREST,suITE#11a - � - ; 3 = A 1 OV EXPO 5 U R E 160 C PORT SAINT LUCIE, FL 34964 �' 4l Ste°¢ OF r' SHEET T 1 T L E MODEL : KEY WEST COST PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOLCOM 4 �, L„+k' N DETAILS PAGE JOB NUMBER : FLORIDA EGISTRATION N0.29945 CMU W (SEE Wf CORRO: PER � APPLY PE BETWEE (SEE N FILLED CELLAT JAMB BLOCK (TYPICAL) I" 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 1-112" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVALLNSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 1-1/4"EMBEDMENT PER PRODUCTAPPROUAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 3/4" I$" 1-3/8" PRECAST CO 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 NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILIAS MANUFACTURED BY CAST-CRETE (OR EQUAL) FILLED CELLAT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVALLNSTALLATION REQUIREMENTS. SLIDING GLASS DOOR BUCK DETAIL POR1 ST LUCID PROP�RII�S. INC. � �� I � �� 1 1 �'i r W 7 0 a 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 INTERIORAIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 PROJECT NAME PROPOSED CIALINI RESIDENCE PROJECT ADDRESS TBD BALSAM DR. FORT PIERCE, FL 34982 SHEET TITLE DETAILS PAGE MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FILLED CELLAT 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 114" TAPCONS w/MIN. 1-114" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVALLNSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-1/8" P.T. w/ 3/16" TAPCONS 1-1/4"MIN. EMB. 4/12"O.C. w/# 10 SCREWS, PER PRODUCT APPROVAL. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATERRESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR:DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 3l4" FURRING TO MASONRY WALL WATERPROOFING NOTES 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW /DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD)AND RETURN WAILS 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 1l8" BETWEEN BUCKAND 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 SEALTHE 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 OPENING$. PAN FLASHING SHALL 8E 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 SIILAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL ,NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW /DOOR FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW /DOOR INSTALLATION. 6. AFTER WINDOW /DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. DATE 11/19/2021 SCALE 1 /4" = 1'-0" GARAGE SIDE RIGHT EXPOSURE 160C M O D E L KEY WEST CUST. JOB NUMBER ENGINEER \ N.Y1�4�,.,...A,IV(I PAUL WELCH INC. ,�,.����.�'�£��;,, (- MECHANICAL oELECTRICAL r �' i', yGCM51.•...'�+ �"=: W CIVIL ENGINEERING 2#3 Na25915 Y°:Ri 1984 SW BILTMORE ST., SUITE # 114 � 5 * ] x PORT SAINT LUCIE, FL 34984 '? '� stAt¢ of i PHONE : (772) 785-9888 �"f! p R70},��^`�' EMAIL: PWELCHINC@AOL.COM �''apIQ�}�(Ijyl�,i;,,p` N PAUL WELCH P.E. / FLORIDA REGISTRATION N0. 29945