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HomeMy WebLinkAboutFDOH Plans■ GENERAL NOTES 5107 MYRTLE DR. FORT PIERCE, FL 34982 THIS ELECTRONIC SIGNATURE AND SEAL/s CERTIFIES ALL (10) PAGES IN THIS FILE. Welch �� �������� • 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,COM PLAN SHEET INDEX SHEET A100 COVER SHEET SHEETA101 FLOOR PLAN SHEET A102 ELEVATIONS SHEET A103 ELECTRICAL SHEET A104 FOUNDATION SHEET A105 BLOCK &TIE BEAM SHEET A106 HVAC &PLUMB. SHEET A107 TRUSS LAYOUT SHEETA108 DETAILS SHEETA109 DETAILS SHEET A110 N/A SHEET A111 N/A PLAN SHEET INDEX DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED TAMEZ RES. OCCUPANCY TYPE: R sTREETAooREss : 5f07 MYRTLE DR. FORT PIERCE, FL 34982 CONSTRUCTION TYPE : V PERMIT NUMBER CERTIFICATION STATEMENT 1 CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OFTHE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED 1. FLORIDA BUILDING CODE : 2020 EDITION WITH : X SUPPLEMENTS AND ASCE 7 - 16 2. STRUCTURE DESIGNED AS :ENCLOSED : X PARTIALLY ENCLOSED : OPEN BUILDING 3. RISK CATEGORY : i_ 11 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 : 13.0' ROOF PITCH : 6/12 PARAPET : WA FT. 6. COMPONENTS &CLADDING WIND PRESSURES USED : (PSF, BASED ON 10 SQ. FT. @ 10'1v7RH) ZONE 1: + 26.6 ZONE 2: + 26.6 ZONE 3: + 26.6 ZONE 4: + 35.8 ZONE 5: + 35.5 GARAGE : + 30.3 -47.8 -65.8 -90.1 -38.7 -47.7 -37.0 7. DESIGN LOADS : FLOOR : 40 PSF ROOF I 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 I CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE :YES _%� NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED : _� YES (NOT APPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST 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., P.E. CERT. # & CO. CERT. AUTH. 29945 DESIGN FIRM : PAUL WELCH INC. DATE ADDRESS : 1984 SW, BILTMORE ST. PSL FL. 34984 Digitally signed by Paul WeICh Date:, 2021.12.08 13:44:21-05'00' PLANS AND ENGINEERING BY PAUL WELCH.iNC. PAUL WELCH, P.E. REG. 29945 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFY ALL 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 ..". �"--.,��-...� r ;•" Nd. ,Z99;5 "' 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 • 5�.��-� OF SHALL BE WEATHERSTRIPPEDAND INSULATED TO ALEVEL EQUIVALENTTO THE INSULATION ON "� �� �'`n THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS '� •'•," }- �• ,�� REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE r� �+�' '�'0 ��ti :�-��` FILL FROM SPILLING INTO THE LIVING SPACE. r�,'r�''+�_�ri��,,�4y4-.f•,`h`,i 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN �V� ���� ACCORDANCE WITHTHE 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, PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL ASHLEY GARAGE SIDE LEFT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 51-8"X 50'-0" AREA TABULATIONS LIVING AREA 1580 SQUARE FEET 2 CAR GARAGE 392 SQUARE FEET COVERED ENTRY 20 SQUARE FEET BACK PORCH 107 SQUARE FEET TOTAL FOOTPRINT 2099 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 : +/_ 21,345.28 SQ. FT. PLANNING &DEVELOPMENT SERVICES DEPARTMENT ST LOCIE COUNTY, FLORIGw BUILDING &REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: _ OWNERS NAME: TAMEZ RESIDENCE APPLICANT: PRODUCT OPENING PRODUCT RATED n.�ANUFACTURER 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 ans"x1-v4"MIN. EMBED TAPCON5 ' AT 2" / 16° O.C. WINDOWS SEE ELEVATIONS +50 1- 63.0 MI WINDOWS &DOORS 185 PW FL # 15349.5 IMPACT 3N6" X 1.1/4" MIN. EMBED TAPCONS AT 3" / 14" O.C. MULLIONS N/A N/A NIA N/A N/A NIA NIA BLOCK GLASS N/A N/A NIA N/A NIA N/A N/A SKYLIGHTS N/A NIA N/A N/A NIA N/A N/A SLIDING GLASS DOORS SEE ELEVATIONS +/- 55 MI WINDOWS &DOORS 120 / 130 / 140 FL # 22401.3 IMPACT (z Rows)1/a" x t-1/a" MIN. EMBEo TAPCONS AT 6" / i6. O.C. SWING TYPE DOORS SEE ELEVATIONS +/-67.0 THERMA-TRU SMOOTH STAR FL#20468.1 IMPACT va"xt-v4"MIN.EMBEDTAPCONSATfi"I14"o.c. FRENCH DOORS SEE ELEVATIONS +/-50 THERMA-TRU SMOOTH STAR FL#20468.6 IMPACT 1/4"X1-1/4"MIN.EMSEDTAPCONSAT6"/14"O.C.AND 3" & 7" EACH SIDE OF MEETING POINT TOP AND BOTTOM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 N/A sns" x 1-a/a^ MIN. EMBED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A N/A N/A NIA N!A FASTEN USING MIN. 0.125' SHANK DIAMETER, MIN. 0.470° ROOF VENTILATION -65.8 -180 TAMKO COOL RIDGE FL#4103.1 N/A HEAD DIAMETER, MIN.2.$"LONGCORROSIONRESISTANT ROOFING NAILS SPACED 24" O.C. ON EITHER SIDE OF THE RIDGE SLOT UNDERLAYMENT N/A N/A SOPREMA, INC. RESISTO LB1236 FL# 2569.1 NIA APPLY DIRECTLY TO THE ROOF DECK 00 NOTAPPLV TO SHINOLE9 OR OTHER ROOF COVERINGS. START AT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE.OVERLAP SEAMS 3' MIN.AMD ENDLAPS 3' MIN. PEAL HALF OF THE SACKING OFF THE ROLLAND APPLY FIRM, EVEN PRESSURE �, .-;. FROM THE CENTER TO THE EDGES, REMOVE THE BACKING FROM THE REMAINING HALF OF THE ROLLAND APPLY PRESSURE. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, ROOFING MATERIALS 160 194 OWENSCORNING ARCH.ASPHALTSHINGLE FL#10674.1 N/A STAINLESS STEEL, ALUMINUM OR COPPERROOFINONAILS,MINIMUM 72 GAUGE (0.1051NCH (3MM) SHANK WITHA MINIMUM 3/B INCH (10MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS ANOAMINIMUM 3/41NCH (19MM)INTO ' I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS THE ROOF SHEATHING. WHERE THE ROOF SHEATHINOI3 LESS THAN 3/4 INCH (79MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. sHEArHINGFAsrENERssHALLcoMPLYwITHAsrMF1667(6PERSHINGLE> NAME : PAUL WELCH, P.E. SIGNATURE : ON PLAN DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 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 BEHIGH-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 CIRCUITARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OFANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO 8E VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIOR TO BE'/:"DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO 8E MIN. %"THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD ; 0.098" DIAMETER,1 '/." LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086"DIAMETER, 1 518" LONG, 5/64"HEAD; OR GYPSUM BOARD NAIL, 0.066"DIAMETER, 1 5/8"LONG, 9/32" HEAD) SPACED AT 7" - O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1286, 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 8 FRC 702.42). 4) WALL AND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVEAFLAME-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 7022.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1398 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, WALLASSEMBLIES, 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 W ITH ASCE07-16. 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 I 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 STEE 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 EXCEPT RECESSED LINTELS SHALL HAVE 8"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/B" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH tOD 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 THEBEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. ' �P - �•• PROJECT NAME : DATE : 09/21/2021 ENGINEER PROPOSED TAMEZ RESIDENCE s cAL.E : 1/4° = 1'-0° PAUL WELCH I N G. `- W MECHANICAL D ELECTRICAL PROJECT ADDRESS GARAGE SIDE : LEFT CIVIL ENGINEERING • 0 5107MYRTLEDR.FORTPIERCE,FL34982 EXPOSURE : lsoc 19BPORTSAINTOLUCIE,FL34984114 Q; SHEET TITLE : MODEL ASHLEY PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOLCOM 201 SW POR1 S1 LUCK BLVD., SU11f 103, POR1 S1 LUCK, f LOPID�I 34983 a COVER PAGE JOB NUMBER : FLORIDA REGISTRATION NO.29945 r�"',tic �,£r,,, �"' '���.,�B��t c��, W +i{• No.24915 �� �=� W A 100 N 3 v z "c y.+7gj,� STAVE Ci F ,; fi.i7'3-JI'kMYAL E...". Rntn° 13'-6" 13'•6" 23'-0" 13'-4" HOSE BIBB 51_2x 314„ 50•2" 2'-8" 8'•2" 2'-8" 2'-9" 4'-6'/a" 8'-53/." 4146%" 2'-9" O O t OI I SI BIBB SH-22I TEMP. / OBSC. ■ ■ ■ ■ ■ ■ PRECASTLINTEL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ — —— ———— — — — — — — --- ■ ■ ■ V i n TI DSHOw R JETTED TUB N M 21'-83/." N ■ 42' HIGH WALLS , ' °� ' �� ° COVERED PORCH , ■ w/C.M. SILL &TEMP. 66&IBF ■ , GLASS ENCLOSURE 8'-1"FLAT CEILING i rn y i 9FAMILY ROOM m = M. BATH ^y m VAULTED CEILING ■ 8'1"FLAT CEILING =4 i i 5/" 2 1/+" ■ .- 4e vaNI Y WC 8068 / TEMP. / SGD / & oV ■ ■ ■ ■ ■ ■ ALIGN VAULTWITHWALL Q 10'-1"FLAT CEILING 8'A'h" o I N ■ N 12,_2x'PA,7�i'+ - w / 8 0 15'-0'/+" 2'-6" 1�`` I I FF 9 5" n W Imon ' ■ = Nr m N ■ 1 I r I 0 LIVING ROOM a N V sti w NOOK \ iq I F 10'-1"FLAT CEILING KITCHEN tii VAULTEDCEILING yO 1 i s I N gI ■ MASTER BEDROOM „°TILE FLAT CEILING FLOORING8'4" FLAT CEILING9'-1"COFFER CEILING UPPER 4'-3" 1'-83/+" 5'-41/+" AHU ON 30" HIGH R,IRANGE ■ PLATFORMWITH DRIPCABINETS w/HOOD PAN AND DRAIN LINE 5'-93/+" 3'-8%xt286 rn 1 1 2868 -_ ______ �° �° _____" CO — — — — — — — — . FOYER zese 6 N 8'-2° AHU N CEILING ° I I ��V I17 .0 10'-10FLAT 1 a BATH O N 3'-er" IIIn 24 Q1 TILE FLOORING LU m iN ■ . -----, 2660/BF 4088/BIFOLD ■ _ 48'VANITY O ' bT1#11° TILEFLOORINO " 3068GHT BEDROOM # 3 O ■ cn ■ HALF LIGHT �v •��,' as W.I.C. (TEMP.) 10'-1"FLATCEILING o 0 UTILITY 2868 s-s j I`3 13 8'-1"FLATCE11 w U. m 4'-3" 7-1" 8'-0" DRYER 9'-31/." ■ ■ 'W LOCATION ■ ENTRY ■ Ct o n ROD &SHELF 10'•i'FLAT CEI NO G: 4 ■ to ■ 3.1/2' STEP U © BEARING WALL O4. v 2" CURB BEYOND WALL N -RE6ESS 3,112' BELOW p (TYPICAL) _ _ N ■ PRECASTLINTEL ■ ■ ■ ■ ■ O. ■ BEDROOM # 2 SH-25 SH-25 ■ PROTECTION w 8'-1"FLAT CEILING ■ POST x U, 14 m 'O H INSULATE WALL w/ R-11 F/G BATT `^ o O ■ 1 22-1/2"X 540 I ■ 1 ATTIC ACCESS I ■ ■ ■ ■ ■ ■ ■ SH-35 / EGRESS A. COMP. ` — — — — — — ' GARAGE Y qo N 8'4"FLAT CEILING 2'-0" 3'-2° 6^ 3'-2" z'-o^ 5'-3" a'-6'/"° a O ■ (A.F.F.) � 17'-83/+" > 5'-0" 11'•0" 15'-0" ■ 0 Z FDOH in St. Lucie County ELECT. PANEL F ; w Environmental Health Site Plan Approved for Construction FPL METER ■ Supercedes All Previous Site Plans for ■ a ' ? am(` /- cJIf' OSTDS # c -' - 1 I aL U ; U Well # O HOSE BIBB I I IN- O t I U Date Reviewer: w O a ■ ■ 16070 / OHGD 16'-0" ■ ■ 1'-6" 5'-0" CONC. WALK 191•0" 311-0" PROJECT NAME PROPOSED TAMEZ RESIDENCE PRDJECT ADDRESS : 5107 MYRTLE DR. FORT PIERCE, FL 34982 SHEET TITLE FLOOR PLAN PAGE PRE-ENGINEERED ROOF TRUSSES 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 UNDERLAYMENT 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., SOFFIT DETAIL NO SCALE DATE 09/21/2021 GARAGE SIDE LEFT EXPOSURE 160C MIDI ASHLEY JOB NUMBER: VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER (SEE FOUNDATION PLAN 1 l FOR SIZE &SPACING ) �.0'-0" TOP OF SLAB GRADE. 4" INSULATION 1/2" DRYWALL @CEILING ttt (TYPICAL) 8" X 8" BEAM BLK. 3000 PSI CONCRETE FILLED CELL �-8" PRECAST LINTELS � W/ (1) # 5 BAR FOR ALL p OR AND WINDOW OPENINGS -' & FILLED W/ 3000 PSI CONCRETE o W 1"X 2" P.T. FURRING STRIPS oo U) @ 16" O.C. WITH FI-FOIL Z INSULATION L- 1/2" DRYWALL (TYPICAL) 8" CONCRETE BLOCKS �WOOD BASE BOARDS 4" CONC. SLAB (MIN. R FI PSI) ffff w/ 6 X 6 10/10 WWM OR FIBERMESH '� TYPICAL WALL SECTION (CONCRETE BLOCK /LINTEL U-BLOCK CONSTRUCTION) NO SCALE O E' PROVIDE (2 ROWS) OF 8" X 8" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELLS FOR WALLS OVER 8'-1" HIGH X 6" PRIMED &PAINTED S SPRUCE x 22" SCREENED INTS AT 72" O.C. JCCO OVER WIRE LATH w/ 11ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 15 #FELT OVER EACH FRAMING MEMBER) PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL ASHLEY GARAGE SIDE LEFT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 51'-8"X 50'-0" AREA TABULATIONS LIVING AREA 1580 SQUARE FEET 2 CAR GARAGE 392 SQUARE FEET COVERED ENTRY 20 SQUARE FEET BACK PORCH 107 SQUARE FEET TOTAL FOOTPRINT 2099 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 : +/- 21,345.26 SQ. FT. ENGINEER L MECHANICALo ELECTRICAL z; ors^'ti+���St'.;'S"'. CIVIL ENGINEERING * t Bh. 29945 q 101 v t . 1984 SW BILTMORE ST, SUITE # 114 :? F r I "o PORT SAINT LUCIE, FL 34984 5 e S. T PHONE : (772) 785-9888 x 1 3T14iE OF IV" e i EMAIL: PWELCHINC@AOL.COM %r,' "�T}11A � '',v�' t!j PAUL WELCH P.E. rps'1'1'Atatnvl"''' FLORIDA REGISTRATION NO, 29945 6' L.F. RIDGEVENT ../{]._RIDGE HT +/-17'-10" _—_-------------_----- .�e�li��i■e�r■�li■e���li■e�r■�I�i■e�l�. ./��Y�r�r��Y+■iirer�Y��ir��Y+�ir��Y��rr��Yr��� .:.. .�e�l���i■ear■�1i■eer■Ii■e�ll�■1i■e�l���i■e�r■��i■e�e.. - .. DOORS,r�r■iI11�rY� i�ir■�■�Y�r��ir■er■ilY� ��ir■��iiY� i�rr■�■�Y� ���r■IY� ��ir■��i1Y���1�� - ... - i�mindIm�e�r■■�i■e�r��i■ertl��li■e����i e�r■�li■e�lr■��i e�► - `�Yir�i11■Ii�Yiril�lell�Y���11■e11� Y��i�w�Y+�il■e1i� •. __ �E _lii6ee+�• BEARING HT 8'-1" OPENING I.D. A LjLALjLjLjLjLjLj A Ir O 0 0 FORE0-0„ 1! ' fkl �I6ti {, �1181 (I ffl�l G� Ij 7 + (III krGH�lIl111N� "Ih91t ' !�i (N1�I�II`` �' {II 4111kfi '918 91� ii' OPENING LD. OPENING LD. OPENING LD. OPENING LD, OPENING LD. OPENING LD. OPENING LD. 1 9IfI [ d B P hL ,,, ll /1183 I C fib F G H I Isp, M �I"I III II ill m, i hmn, radlhll:, SCALE 1/4" = 1'-0" 2 I 2 I 2 I 2 E SCALE: 1/4" = 1'-0" 1 I 21 2 E OPENING I.D.[OPENING I.D. OPENING I.D. 11 11 11 6' L.F. RIDGEVENT BEARING HT 8'-1" OPENING I.D. 2E OPENING LD. 1E OPENING I.D. 21 OPENING I I.D. 21 F.F.E. 0'_0 _ CALCULATE ATTIC VENTILATION CEILING = 2099 SQUARE FEET 2099 / 300 = 6.9967 REQUIRED VENTILATION 208 LINEAR FEET OF 6" X 22"VENTS @ 72" O.C. = 31.7778 SQ. = 15.9 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 15.9 SQUARE FEET> 7 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS (a72" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC REQUIRED VENTING AS PER FRC 806.2 EX #2 8.997 X 40 % = 2.789 SQ. FT OF RIDGE VENT 6.997 X 50 % = 3.498 SQ, FT OF RIDGE VENT RIDGE VENT 23' LINEAR FEET OF COOL RIDGE VENT PROVIDE 23 LF OF RIDGE VENT PROJECT NAME PROPOSED TAMEZ RESIDENCE PROJECT ADDRESS 5107 MYRTLE DR. FORT PIERCE, FL 34982 SHEET TITLE ELEVATIONS PAGE ACTUAL DESIGN PRESSURES FORAIL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS, U OPENING AREA Q INTERIOR ZONE Q END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE t� 10 +35.6 PSF -38.7 PSF +35.6 PSF -47.7 PSF Q2 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF 3Q 50 +32.0 PSF 32.OPSF +32.0 PSF 40.2 PSF 40 100 +30.3 PSF ,33,3 PSF +30.3 PSF ,37,0 PSF 1. DESIGN PRESSURES PER ASCE 746 Z EXPOSURE 160-C GARAGE SIDE LEFT EXP❑SURE 160C MODEL ASHLEY J❑BN UMBER : PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL ASHLEY GARAGE SIDE LEFT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 51'-8"XW,0" AREA TABULATIONS LIVING AREA 2 CAR GARAGE COVERED ENTRY BACK PORCH 1580 SQUARE FEET 392 SQUARE FEET 20 SQUARE FEET 107 SQUARE FEET TOTAL FOOTPRINT 2099 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME : +/- 21,345.26 SQ. FT. ENGINEER / MECHANICAL � ELECTRICAL + F '' st � CIVIL ENGINEERING +r H'o. +4915 !+ 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 �� 5tW5[ OF A 102 PHONE : (772) 785-9888 ,r�, fit o •16�L EMAIL: PWELCHINC@AOL.COM ry'�*41 c N rwriuutirrri. PAUL WELCH P.E. \ FLORIDA REGISTRATION NO. 29945 u - &' Y ■ \ FAN BOX JETTED TUB i nqu/ i I i I I I ■ I I e6 FAN BOX Lu FAN 80X I I I 1 SD/CO ■ I I Q I i I I I I © a -----------� Nov V5AHU a /. ■ < nI L - \ & 220V DRYER ■ ' ■ / LOCATIONir GFI ■ ■ ■ WP/GFI lw w o i GFI // ■ ■ ■ WH PROTECTION POST ■ I WP/QFI _.. _.. ._ _. � ■ I I \J A. COMP. ■ 5,'0�, ' ATTICACCE 6._ F i 150AMP / ��uuFPL METER ' LECT. PANEL o I ■ U ' W , , O ■ I ■ ■ IMP■ ■ / ID Nf I iwC ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT OT GFI OUTLET Q 3-WAY SWITCH $a SD/CO DETECTOR QD GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES PCO99 PUSH BUTTON E ALARM PAD a GARAGE DOOR OPENER WP-GFI OUTLET WPGFI SERVICE PANEL o 110V OUTLET Qp SERVICE METER CftI CEILING FAN 220V OUTLET 9 LIGHT FIXTURE 1 4-PLEX OUTLET g7 WALL MOUNTED SWITCHED OUTLET LIGHT FIXTURE \ SPECIAL PURPOSE ® LIGHT FIXTURE � 1 CEILING FAN w/PULL SWITCH \P/ w/LIGHT JUNCTION BOX JO RECESSED LIGHT R A/C DISCONNECT `� VAPOR PROOF P 9_ x PHONE OUTLET RECESSED LIGHT TV OUTLET FLOOD LIGHT cm FLOOR OUTLET G DISK LIGHT `DJ SCONCE PREWIRE 7.7 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 3 # 110 IN 2" C ELECT. SERVICE "EP" O150 120/a M Z 1� MBR 150A MLO 3#1/0,#612"C # 6 CU GROUND TIED TO BUILDING STEEL, CWPAND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST, NOTE : USE ALL COPPER WIRE NO SCALE ELECTRICAL LOAD CALCULATIONS PER NEC 1 1580 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4740 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: 37240 VA FIRST 10 KW @ 100% REMAINDER �a 40% TOTAL: A/C HEAT @ 100% TOTAL: 30896 128.73 AMPS USE 150 AMP SERVICE, 240 10000 10896 20896 10000 30896 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA70) 2017 EDITION. 2)AMINIMUM 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 DEFECTORS 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 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' OFALL BEDROOMS, 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, PROJECT NAME DATE : 11/08/2021 ENGINEER PROPOSED TAMEZ RESIDENCE SCALE : 1/4" = 1'-0" PAU L WELCH INC. W PROJECT ADDRESS GARAGE 5 I D E: LEFT MECHANICAL ELECTRICAL CIVIL ENGINEERING SPINQ 5107 MYRTLE DR. FORT PIERCE, FL34982 EXPOSURE: 160C 198PORT SAINTTLUCIE,FL34984114 PHONE: (772) 785.9888 SHEET TITLE : MODEL: ASHLEY EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. ELECTRICAL PAGE JOB NUMBER : FLORIDA REGISTRATION N0.29945 140, 2S9#S =t r i SYA7E OF F/t C �� -... iM r .' 4 a 4 v ih R N 0 0 0 in N 4 v s 4 a Q �. 'v A. COMP. a � )I v �- v ro 4'-0" 2'-4" 8'-10" 2'-4" LL � LL � 4. � . .. m ■ a %" M RECESS SLAB 3.112" � `r , ■ BELOW FINISH FLOOR u. __ 4 .'�- F-5 � �. 4'THICK (3000 PSI)CONCRETE SLAB � w/ FIBERMESH OR S'/ S" 10/10 W WM FTG � � OVER VAPOR BARRIER ON CLEAN � COMPACTED CHEMICALLY TREATED FILL W a ■ O WO '; N .. uv`, Y g ■ 3•t/2'STEP , ■ ■' ■ ■ ■ 2'-2" �O 5'-4" ti- F-G TILED SHOWER m (RECESS 3-112") THICKENED EGGED 4"THICK (3000 PSI) CONCRETE SLAB w! FIBERMESH OR 6"/ 6" 10I10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL D'-�" TOP OF SLAB 15'-B" `I� I ,,AHU !'. I� ,I G ,rel �3 LL I i , •- ' ,n U' c a U' i .� ■ ■ F-5F.5 i i `" �Y' ■ ■ ETC II r �_ �,.. BY,A UMBER — _ _ _ _ — — ■ POST F-10 G 1'-B" I. 3'-10" N C7 LL L1. 3'-10" I. 1'-B" F-1 G LL � I.[�I.y� LL. F-9 FTG F-9 FTG W�; it F-9 FTG 4.� O>CB LL. -t- � CONCRETE SLAB FINISH FLOOR a. 'a. 'a. a. a. 'a� (2) # 5 REBAR CONTINUOUS J 3"MINIMUMcoNc:COINTERIOR BRG. FTG. (NosTEP> F2 SCALE: 1/2" = 1'-0" Z � -� #5 REBAR O M 4„ CONCRETE SLAB F. FLOOR GRADE — — — ° ��° � Co _ ,•� Z_ � 16" 4" (2) # 5 MINIMUM CONTINUOUS, �( 3" COVER MIMIMUM. F1 BEARING FOOTING SCALE: 1/2" = 1'-0" #5 REBAR Z_ 11 7-515" CURB � I) O M CONCRETE SLAB 4" FINISH GRADE � °.'. Z �.— - CV (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. 4" F3 CURB SECTION SCALE: 1/2" = 1'-0" N Z II-�—#5 REBAR � I FINISHED FLOOR ONCRETE SLAB M � � CONCRETE SLAB - CONCRETE SLAB M — _ _ _ _ _ _ _ _ . , F. FLOOR �e..'o. 'v �'o � °i1 CO .` (2) # 5 MINIMUM CONTINUOUS, _ _ 16" 4' 3° COVER MIMIMUM. 16„ (2) # 5 MINIMUM CONTINUOUS, ' a 3" COVER MIMIMUM. F6 EXTERIOR STEP ,� INTERIOR BRG. FTG. (sTEP� SCALE: 1/2" = 1'-0" r`� SCALE: 1/2" = 1'-0" ,y o N � N F-3 ■ N N FTG 5'-0" 11'-0" t 5'-0" -------------- -- -- ------------------------- it 4 i � in ' F-10 a � O G O.- i � i ■ i i # 5 REBAR WITH 30"MIN. LAP SPLICE � m CURB HEIGHT VARIES AROUND , PERIMETER OF GARAGE ; � #S VERT. REBAR IN (3000 PSI)CONCRETE U � F 7 FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) � # 5 REBAR WITH 30"MIN. LAP SPLICE ( ' ■ # 5 VERT. REBAR IN (3000 P51) CONCRETE 1 ■ ■ FILLED CELL, (SEE FOUNDATION PLAN FOR LOCATIONS) BEND # 5 BAR INTO SLAB+i-4' #SCONTINUOUS #58AR INTO SLAB AT 4'O.C. ( - 1 STUCCO FINISH F_9 4° THICK CONC. SLAB STUCCO FINISH f w/FIBER MESH G # 5 BAR INTO SLAB AT 4' O.C. CURB HEIGHT VARIES „-t__a\ (2)# 5 BARS CONTINUOUS AT 12" O.C. VERTICAL o', W � (2)# 5 BARS CONTINUOUS AT 12" O.C. VERTICAL ���. _ _ _ A 0 W Q rn FINISH GRADE ("SEE ELEVATION PLAN") 19'-0" 31'-0" tr o > w > � PSI) CONCRETE SPREAD FOOTING � { (3000 50'-0" Z_ FINISH GRADE Q `V. (3000 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS (2)# 5 BARS CONTINUOUS ("1 16" 4-0 16 TYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL F10 F9 SCALE: NO SCALE SCALE: NO SCALE °° � PROJECT NAME DATE : 11/08/2021 SCALE PROPOSED TAMEZ RESIDENCE 1/4" =1'-0" • � PROJECT ADDRESS GARAGE SIDE LEFT O 5107 MYRTLE DR. FORT PIERCE, FL 34982 EXPO 5 U R E : 160 C SHEET TITLE MODEL : ASHLEY 201 SW POR1 S1 �UCIf BLVD., SU11�E 103, POR1 S1 LUCID, f �ORID�I 34983 a FOUNDATION PAGE JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34954 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 �, �`,y>ti C MV�� ,, r R�,kh��E.YSt C��i's * � Na 29915 ��, . � w A 104 � I ° �7Lya sT✓.SE cc �? 131-6" 23'-0" 31-2„ 5'-2" 2'-8" B'-2" 2'-B" 2'-9" 4'-6'/." 8'-5%` 4'-6%" 2'-9" _PRECASTLINTEL 13 L-1 10 Og 4' N Q 0 12 ® F4 c R 11 in a M r; 8'4' BEARING HT. 10'-1" BEARING HT. m 15 iV ' 2A O 3A 4A O3 ® BEARING WALL It rr+xxxs.rrx PRECASTLINTEL L-2 O 4'-7" 2K" 21-0" T-2" 8" 3112" 21-0" 5'-3" 4'-6%" 5'12%" i I ' 0I I 19 16'-0" i'-6" 1'-6" 19400" POR1 St LUCK PROP�RtI�S. INC. FIELD ADDED #5 REBAR @TOP REQUIRED) x C.M.U. U a o� GROUT � O Z • FIELD ADDED #5 REBAR @ BOTTOM .� (MIN. (1) REQUIRED) 75/8" �BOTTOMREINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) ■ �■i 8F28 i■i S 8F24 F =FILLED W/ GROUT, U =UNFILLED QUANTITY OF #5(� �TTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH I QUANTITY OF #5 EIGHT REBAR @ TOP NOMINAL H • 8F20 CROSS SECTIONS 8F16 TYPE DESIGNATION NOTE: CONTRACTOR TO VERIFY WINDOW.&..DOOR OPENING INFORMATION OPENING SCHEDULE cAsrcRErEUNrE� (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD O 16070 OHG DOOR 192" X 84" 84" 8'-1" 171-4" 8F17-1 B/1T 950 200 404 100 O OUT SWING OR OR wl12"SIDELIGHT 54" 83" X 83" 10-1" ' 5'-8" () R 8RF6-0B/1T 920 100 675 100 2A FIXED TRANS 5411X19" 109" 10'_1" 514" 8F13-1B/1T 3090 550 1632 250 O SH125 38" X 63" 80" 101-1" 41-0" 8F8-0B/1T 2561 100 1363 100 3A FIXED TRANS 38" X 20" 108" 10'-1" 4110" 8F13-1B/1T 4605 650 2192 350 ® SH-25 38" X 63" 80" 10'-1" 4'-0" 8F8-0B/1T 2561 100 1363 100 aA FIXED TRANS 38" X 20" 108" 10'-1" 4110" 8F13AB/1T 4605 650 2192 350 O SH-35 54-1/8" X 63" 80" 81m1ll 5'-4" 8F16-1B/1T 5365 200 2290 100 © SH-H34 27-1/2" X 50-7/8" 80" 81-1" 394" 8F16-1B/1T 6113 200 3547 100 O SH-35 54A/8" X 63" 80" 5'-4" 8F16-1 B/1T 5365 500 2290 200 ® SH-35 54-1/8" X 63" 80" 8'_1" 5'-4" 8F16-1B/1T 5365 200 2290 100 O SH-35 54-1/8"X63" 80" 8'_1 5'-4" 8F16-1B/1T 5365 1350 2290 750 10 SH-35 54-1/8" X 63" 80" 814" 51-4" 8F16-1B/1T 5365 650 2290 350 11 SLIDING GLASS DOOR GLASS 98"X79" 79" 8'-1° 9'-8" 8RF14-1B/1T 1568 600 931 250 12 2868 OUT SWING DOOR 35" X 83" 83" '" 8-1 4 '- 6" () R 8RF14-1B/1T 5206 100 2525 100 13 SH-22 38"X2611/4" 80" 81-1" 41-6" 8F16-1B/1T 6113 1300 2724 750 14 SH-25 38" X 63" 80" 8'-1" 41-6" 8F16-1B/1T 6113 200 2724 100 15 SH-25 38" X 63" 80" 8'-1" 4'-6" 81`16AB/9T 6113 200 2724 100 L-1 OPENING AT COVERED PORCH 80" T B 14'-8" 81`16AB/1T 1370 200 519 100 L 2 OPENING AT COVERED ENTRY 80" TOB„ 51110" 8F16-1 B/1T 1631 100 2093 100 PROJECT NAME DATE : 11/08/2021 PROPOSED TAMEZ RESIDENCE 5 GALE : 1/4" = 1'-0" PROJECT ADDRESS GARAGE SIDE : LEFT 0 5107 MYRTLE DR. FORT PIERCE, FL 34982 EXPOSURE* 160 C SHEET TITLE MODEL* ASHLEY �■ BLOCK & LINTEL PAGE JOB NUMBER ENGINEER / L MECHANICAL � ELECTRICAL + � +, -_ CIVIL ENGINEERING ' +f Ma.2sals ? � < W 1984 SW BILTMORE ST, SUITE # 114 s { w } e O PORT SAINT LUCIE, FL 34984 �4 st TE CF - T PHONE : (772) 785.9888j r j� z .rvf �torR101` EMAIL: PWELCHINC@AOL.COM f1. �1IIIGIAM1YS" PAUL WELCH P.E. \ FLORIDA REGISTRATION NO, 29945 Master Bath 6" Duct 10 x 10 6" Exhaust Vent 160 cim Sx8 79 ciin � F � Master Bed 5" 5" 8x8 79 Cirri \ . 12x12 12x12 12" 7" 198 dim 12 x8 811 250cim Living Room 5 " 16" WIC F® Laundry 10x6 7 58 cim 9'�Nf�lilli�, Garage H/WFIr IiIViMl�i3*� DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATINGTHE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OFA MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE Job #:1627 Performed by Chris Bateman for: Tamez Residence TBD Myrtle Dr Fort Pierce, FL 34982 12" Level 1 3ox18 956 cfin 10x10 Family Room 143 cfrn 7" Kitchen Nook 7" � 12" I 9,12x12 8 „ 134 cfm Bed 3 f 12x8 - 134 cfrn 611 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 ilynne@alrcaics.com Hall 7" 10x10 2" 143 cfm 2" VTR J L_ '2 m 7" � SH WER ~ L AIR GAP STUDDO VENT 2" VTR 10x10 JL_ 136 cfm 2" D W 3" � JKS Bath � 3" WC 2,. �2 10x6 3" 2 x 12 60 cfrn 94cfm 50 CFM 4" Duct 3" 4" Exhaust Vent 3" VTR 5 J L- 7„ 3�� � Bed 2 12x8 194 cim W 2" 3if 3WC T-3" � TUB 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. Scale: 1 : 113 Page 1 RightSuite®Universal 2021 21.0.08 RSU29066 2021Sep-2813:31:45 HVAC\TBD Myrtle Dr PS Prop.rup PROJECT NAME PROPOSED TAMEZ RESIDENCE PROJECT ADDRE55 5107 MYRTLE DR. FORT PIERCE, FL 34982 SHEET TITLE HVAC PAGE DATE 11 /08/2021 SCALE 1/4"=1'-0" GARAGE SIDE LEFT EXPOSURE 160C MODEL ASHLEY JOB NUMBER: 4" ENGINEER PAIJL WELCH 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 3" 4" co PLUMBING RISER NO SCALE �: Ha.29949 1tJ� � A 106 .� S7J�.wi� Ci i�yt I Nfain Hatch Legend i TRUSS END DETAIL PLUMB CUT OVERHANG 12 6 4-1/2" HEEL HEIGHT :CT NAME PROPOSED TAMEZ RESIDENCE .CT ADDRESS 5107 MYRTLE DR. FORT PIERCE, FL 34982 ' TITLE TRUSS LAYOUT PAGE TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS COMPANY 'SENGINEER, 2) CONTRACTOR TO PROVIDE ENGINEER. , AND BUILDING DEPARTMENT WITH ENGINEERED INSTALLING TRUSSES, 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES, 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS TRUSS DRAWINGS BEFORE CONTRACTOR: PSL PROPERTIES OWNER: TAMEZ RES TRUSSMFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 09 / 24 / 2021 CUT -SHEET DATE: 09 / 24 / 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES Al 18T 1494 (1)HETA 20 1810 (8)16d B9 1ST 1443 (1)HETA 20 1810 (8)16d C1 1ST 2207 (2) HETA 20 2500 (12) 16d (� C1 2ND 2602 (1) MGT 3965 (22) 10d & (1) 5/8"A.B. 0 Q D1 1ST & 2ND 1781 (2) HETA 20 2500 (12)16d Q GABLE ENDS CONT. 267 # PLF -. O MTS 16 1000 (14) 10d X 1-1/2" 1 STRAPAT EACH END AND 48" O.C. VALLEYS CONT. 100 If PLF () MTS 16 1000 (14)10d X 1-1/2" 0 1 STRAPAT EACH END AND 24" O.C. ALL OTHERS ATCBS BEARING EACH <1800 # (1) HETA 20 1810 (9) 10d X 1A/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO O SUPPORTING TRUSS AND (3) # 9 SD X 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 STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) 0 (1) FGTR w/ (18) SDS 1/4"X 3" & (2) 1/2"X 5" TITAN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED DATE 11/OS/2021 SCALE 1/4"=1'-0" GARAGE SIDE LEFT EXPOSURE 160C MODEL ASHLEY JOB NUMBER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHWC@AOL.COM PAUL WELCH P,E. FLORIDA REGISTRATION N0.29945 +ri No,244#S 'iM', S it .n1L STFGE Cf X,� NOTE FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1775 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1/4" X 1-314" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 #UPLIFT OR MORE, CONSULT ENGINEER FOR tnnrnnr,nToi sec nnan�enTno nonnn U' Z /16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER 4L) PT) OR 2" X 8" (PT) BUCK (TYPICAL) E FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL.. (16'-0' X 8'-0" & 9'4" X 8'4" 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) GATT INSULATION TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1 /2" X 3-5/8" METAL RUNNER NO SCALE 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE =L a 4 z w J m Q =r SIMPSON MTS 16 w114-10d NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" TOP PLATE PROVIDE (2) 2"X12" YP HEADER W/FLITCH PLATE GLUED & NAILED DRYWALL w110d NAILS @ 8" O.C. STAGGERED (WALLS & CEILINGS) BOTH SIDES @ DOOR OPENINGS. 1/4" X 3" TAPCONS @ 12" O.C. TO BLOCK WALL OR 1/2" X 5-1/2" REDHEADS @ 24" O.C. NOTE: PROVIDE SIMPSON SPH-4 @TOP & BOTTOM PLATES @ 16" O.C. wl 10-10d NAILS. 2"X4" STUDS @ 16"O.C. SPH-4 TOP & BOTTOM EACH STUD P.T. 2"X4" BOTTOM PLATE DIA. X 12" A.B. @ OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ HURRICANE WASHERS, MONOLITHIC FOOTING wl (2) #5 BARS CONTINUOUS INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE : INTERIOR BEARING WALL WITHOUT STEP SIMILAR (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1Q 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 Q 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 CEILING PER 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 1l2" " 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 REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. 9/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 2"X4" "X" BRACING @RIDGE AND 6' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA w/ALUM. DRIP EDGE SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" O.C. 1/2" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3I8" 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 1-1/2" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS VERTICAL WEB v PROPOSED TAMEZ RESIDENCE S c F PROJECT NAME TE � 11/06/2021 ENGINEER ALE 1/4"=1'-0" PAUL WELCH INC. ,�p���Ek�`e��, W MECHANICAL o ELECTRICAL 1 � ti PROJECT ADDRESS GARAGE SIDE : LEFT CIVILENGINEERING I''I A 108 O 5107 MYRTLE DR. FORT PIERCE, FL 34982 19ea SW SAINT LU IE, SUITE# 114 - T EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 b1�' E i. PHONE: (772) 785.9888 0. ,r'5�16 p gY0} ` SHEET TITLE : MODEL : ASHLEY EMAIL: PWELCHINC@AOL.COM r to Ai EIt N PAUL WELCH P.E. 0• DETAILS PAGE J ❑ B NUMBER : FLORIDA REGISTRATION NO.29945 CMU W (SEE W/ CORRO' PER APPLY PE BETWEE (SEE VN FILLED CELL AT JAMB BLOCK (TYPICAL) I" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS, SEE WATER PROOFING NOTE # 6 ANCHOR V X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 41 AND ANCHORED TO MASONRY WITH IIII CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS, FTIM NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. III EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS, NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED 1/8" - 314" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH 3/8' SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) - FI,I 7-5/8" l - PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 1: FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM V 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 PRODUCT APPROVAL INSTALLATION REQUIREMENTS. Nf 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) X DETAIL NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 1-1/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 PROJECT NAME E3 PROPOSED TAMEZ RESIDENCE 7 PROJECT ADDRESS : O 5107 MYRTLE DR. FORT PIERCE, FL 34982 SHEET TITLE 0. DETAILS PAGE MORTAR OR GROUT 1/2" DRYWALL pm or 0 - _"IFF FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1.1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4,, P.T. w/ 3/16" TAPCONS 1414" MIN. EMB, 4112" O.C. w/ # 10 SCREWS, PER PRODUCTAPPROVAL. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING �— 8" C.M.U. 3/4" 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 WALLS OF THE OPENING B" 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 1/8" 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 SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4, PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE, INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION, 6, AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW I DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. DATE 11 / 08 / 2021 CC AA LL EE 11 GARAGE SIDE : LEFT EXPOSURE : 160C MODEL: ASHLEY JOB NUMBER: ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING + No.299t5 'i+'c W q 109 1984 SW BILTMORE ST., SUITE # 114 + x PORT SAINT LUCIE, FL 34984 t ST47E 4f' r PHONE: (772) 785-98188 "•. EMAIL: PWELCHINC@AOL.COM `'e; jk } `a*``y,~ u) PAUL WELCH P.E., FLORIDA REGISTRATION NO.29945