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Home My WebLink AboutBuilding Planr I f Planning & Development Services Department Building & Code Regulations Division � Y I 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: SEAGULL MODEL Project Address: D ` r Permit #: Occupancy Type: B Construction Type. INSTRUCTIONS FOR USE: yp V • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2020 7th Edition with 20 Supplements using ASCE 7-16 2. Structure Designed as (check one): X Enclosed _Partially Enclosed Open 3. Risk Category: _ I X 11 III IV Exposure Category: _ B X CD 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width_ 5 ft S. Mean Roof Height: 15 ft Roof Pitch: 5 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 20.6 20.6 20.6 Zone 2: Zone 3: 35.8 35.8 N/A -32.7 -57.0 -84.2 Zone 4: Zone 5: Garage: -38.8 -47.9 N/A 7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcon N Dock: N/A PSF Deck: N/A PSF Stairs: NJA y' . /A PSF PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 9. Is A Continuous load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. _ 29945 / 5115 Print Name Cert # & Co. Cert Auth. ON PLAN 8/25/2021 Paul Welch Inc. Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL --- Company Name & Address NOTE: ALL CONSTRUCTION MUST COMPLY WIT13 THE FBC 2020, AND THE FBC 2020 RESIDENTIAL (7T" EDITION) , 2020 PLUMBING CODE, 2020 MECHANICAL CODE AND THE NEC (NFPA 70) 2017 EDITION. O N- -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. - STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. - ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2020(7TH EDITION). DOOR WINDOW SCHEDULE A 306" SC DR B SH25 WINDOW C 6068 SGD D 36" " x24 FIXED .GLAZING WINDOW E 16070 OHD 1 2a68 SC DR 2 2"68 DR 3 5068 BIFOLD DR 4 2668 BIFOLD DR 5 2°68 DR 6 068 BIFOLD DR 7 4068 BIFOLD DR TABULATIONS LIVING 1,844 SQFT COV. ENTRY 42 SQFT GARAGE 406 SQFT PATIO 60 SQFT TOTAL 2,352 SQFT LINTEL LENGTH/TYPE NO. L-1VT-4" 54"U-LINTELS L-254" U-LINTELS L-390" U-LINTELS L-4208" STRESS: L-570" RECESSED L-612" U-LINTELS L11\1TEL SCHEDULE SAFE GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED COMPOSITE LOAD LOAD LOAD UPLIFT LOAD BEAM — 6133 1500 2724 750 8F16 1B-IT — 6133 2000 2724 1200 8.F12 IB-IT i 2661 2000 1634 1200 8F12 1B-IT _ 1326 500 520 250 8F20 IB-IT 6036 500 3295 250 8F16 1B-IT — 1843 500 I133 250 8F16 1B-IT NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. FLOOR PLAN AUG 2 5 2021 a St. Lucie Uounty Permitting ' F ,ounty lalth Site Plan Approved for Construction Supersedes All Previous Site Plans for 1 /4" = 1'-0" OSTDS #%-5(-z56q87q & Well # Date: I (L u Review r: tviECN ELECT ClVILNENG, f9s4 eii Tn�or�E sT. #114 PAUL WELC-I II'°eT PORT SAINT LUCIE, FL 34984. / MECHANICAL ELECTRICAL CIVIL ENGINEERING PAUL WELCH P.E. 1984 S.W.13IL TMORE ST. SUITE #114 FLA REG N0.29945 ]PORT ST. LUCIF, FL 34984 3 6 - _..._ (' f n r R i i' 1°.. I SHEET NUMBER )5' „4 f, i . Planning & Development Services Department • Building & Code Regulations Division ' 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 46Z-1553 Certification for Design Load Compliance Project Name: SEAGULL MODEL Project Address: D 71A10 4, 1� Q Lk Permit #: Occupancy Type: B Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2020 7th Edition with 20 Supplements using ASCE 7-16 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open 3. Risk Category: I X II III IV Exposure Category: B X C D 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width 5 ft S. Mean Roof Height: 15 ft Roof Pitch: s :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 20.6 20.6 20.6 35.8 35.8 N/A Zone 1: _32 7 Zone 2: 57.0 Zone 3: 84 2 Zone 4: 38 8 Zone 5: 47 9 Garage: N/A 7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:. N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: ON PLAN 8/25/2021 Signature, Date, and Seal Paul Welch P.E. Print Name Paul Welch Inc. 29945 / 5115 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address NOTE: ALIT. CONSTRUCTION MUST COMPLY WITH THE FBC 2020, AND THE IBC 2020 RESIDENTIAL (7 "' EDITION) , 2020 PLUMBING CODE, 2020 MECHANICAL CODE AND THE NEC (NF.PA 70) 2017 EDITION. NOTES, -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. - STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. - ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2020(7TH EDITION). DOOM WINDOW SCHEDULE A 3068 SC DR B SH25 WINDOW C 6068 SGD D 36"x24" FIXED GLAZING WINDOW E 16070 OHD 1 2868 SC DR 2 2868 DR 3 5°68 BIFOLD DR 4 2668 BIFOLD DR 5 2%" DR 6 068 BIFOLD DR 7 4068 BIFOLD DR - Submittal Affidavit Building Department Product Approval -_ - -- Permit # _-__-- Building Address SEE PLAN 'Contractor: TBD .� -- _ -- - opening Schedule : Swing doors, Overhead Doors Sliding Ooors, Fixed Glass Windows & Skylights - P g Product Model # Manufacturer Glass Attachment Method Type, Size, Spacing & I Building Product O enm ID #L # or NOA Description Embedment (DISTANCE FROM CORNER / Design Design DISTANCE O.C.) -- Pressure Pressure MI WINDOWS 1/4" X 1 1/4" MIN. EMBED TAPCONS AT SEE S.H. WINDOW FL# 17499.9' S.H. WINDOW 185 SH AND DOORS IMPACT 2"/16" O.C. ELEV'S �FL# r - - MI WINDOWS 1 j 1/4" X 1 1/4" MIN. EMBED TAPCONS AT SEE +/- 55 FIXED WINDOW FIXED 185 PW i 1 IMPACT , 15349.10 AND DOORS 1 2 /12 O.C. ELEV S - - - --- - - SGD MI WINDOWS IMPACT (2 ROWS) 1/4" X 1 1/4" MIN. EMBED SEE +/ 55 SGD FL# 22401.3 SGD 120/130/140 AND DOORS TAPCONS AT 6"/16" O.C. ELEV'S 1 1/4" MIN EMBED TAPCONS AT 6" t SEE SC DOOR 14 1FL# 13459.1 DOOR BENCHMARK THERMATRU N/A +/- 67 / O.C. � ELEV S -_- -- -- 1FL# 5/16" X 1 5/8" MIN. EMBED LAG SCREW SEE'Ia O.H.D #73 1 CLOPAY N/A 16WX$HOHD 16546. EACH BRACKET ELEV'S a 7 Product Model # Manufacturer Attachment Method Building Product Type, Size, Spacing, Embedment & Stiffener etc. Design Design Pressure Pressure MI WINDOWS FL# 1.5353.9 MULLION -__ I � � SEE + - 59.4 MULLION I CM I AND DOORS I 1/4" X 1 1/4" MIN. EMBED. TAPCONS (4 PER CLIP) ELEV'S / FL# 2569.1 � Vult 165 Vult 194 SELF ADHERED TO DECK mph mph UNDERLAYMENT I I PEEL AND STICK SOPREMA INC �,L- --- - ----__----__- -__ - --_-- --. __ -_ -- --- -------__ 1 j ROOFING NAILS PER FBC1507.2.6/FRC905.2 (MIN. Vult 165 Vult 194 Roof FL# 18355.1 SHINGLES TAMKO I 6 PER SHINGLE) mph mph Hurricane Panels N/A I have reviewed the above product approval information and approve it. Name: Paul Welch P.E. Certification Number: 29945 _ -- --- ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT RESISTANT, C I TABULATIONS LIVING 1,844 SQFT COV. ENTRY 42 SQFT GARAGE 406 SQFT PATIO 60 SQFT TOTAL 2,352 SQFT LINTEL SCHEDULE LINTEL LENGTH / TYPE SAFE APPLIED SAFE APPLIED COMPOSITE NO. GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD L-1 4'-6" 54" U-LINTELS 6133 1500 2724 750 8F I6 IB-IT L-2 4'-6" 54" U-LINTELS 6133 2000 2724 1200 8F12 1B-IT L-3 7'-6" 90" U-LINTELS 2661 2000 1634 1200 81712 113-1T L-4 17'-4" 208" PRESTRESSED 1326 500 520 250 81`20 I B-IT L-5 5'-10" 70" RECESSED 6036 500 3295 250 8F16 1B-IT L- 6 9'-4" 11.2" U-LINTELS 1843 500 1133 250 8F16 1B-IT NOTE: WI IEN LINTEL. IS IN VARIOUS LOCATIONS, WORST CASE. LOADING IS SHOWN NOTE: PROVIDE "CASTt BETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. 1,79_CZ91 I _ PATIO • EGRESS /, 12 -4 / - ,9 - 11 - ° 1 „ cn � — — _ - w c w •"00 I RQAT`HROON�c BEDROOM3 ;I FAMILY ROOM DINING ROOM -I 8 CLG MASTER I VAULTED CLG VAULTED CLG - O • BEDROOM I `� ° 9' COFFER CLG 9 9v 14 - 0 / l 1— 1/ I I 1— /f / I/ :�.2—C� — 1— „ ° 6"�,_--------- KNEE - WALL o I DW-I a� i I FE'- Q ---- 0 • i CLOSET - KITCHEN -I i (4 I ..r " I---- � i CLOSET(, • • r �07 99- I," Q 0 I AHU I E — cn I W.I.C. - 22"x36" (� w ° ii I ATTIC 'oc ACCESS � � w L- I _ I CLOSET- I W ^ • 2 BEDROOM 2 I W.I. C. O3 LAUNDRY - 8' CLG p • MASTER BATH 1 O 11 1 • J LIVING ROOM _ 0 VAULTED CLG r7 BEDROOM--4 -' • • _ _ VAULTED CLG 22// Tub • L,,. -1 > tit • .. . . . . . . . .- . • . F----I T L --- J COV. ENTRY 22"x36" ATTIC I • ACCESS • CU.. Ire I • ter I� P ,00 GARAGE '- gly 8'-4" 1_ " • • R q r n / „ , » , n r n f 1191 » i ,1 1 n 9 ,1 , 91 571-6/, FLOOR PLAN 1/4" = V-0" PAI,.J04Ei Cilf INC. MECH-ELECT-CIVIL ENG%1 / 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 MAUL WELCH P.E. AUG 2 5 2021 FLA REG NO.29945 10 AC I CU 42„x42" CONC PAD L - I in PAUL 'WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.13ILTMORE ST. SUITE #114 PORT ST, LUCII , FL 349R4 � r s, '7r� � �nr,.,� 1' ��,t � 11, �'1' I',l_,t 11�� tI•r,r� 1t�t r.f�j;i { { r. r j S{ I U F: �"Tl+ x iM SHEET NI r:a � C.ALCTJLATE ATTIC VENTILATION CEILING = 2352 SQ. FT. 2 352 /150 = 15.7 REQUIRED VENTILATION 213 L.F. 01, 6 " X 1_8 " VENTS 48 O.C. 9.94 SF / 2 20 SF AVAILABLE FOR CROSS VENTILATION 20 SQ. FT. > 16 SQ. FT. VENTILATION O.K. PROVIDE; 6" X 18" SOFFIT VENTS 1 48" O.C. RIGHT ELEVATION LEFT ELEVATION SHINGLES 11> ROOF SHEATHING NAILING ZONE (TYPICAL GENERIC ROOF PLAN) A = 4 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1: NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 2E & 2R: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD ZONE 3: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" CDX PLYWOOD SHEATHING FASTENED TO ROOF FRAMING WITH 8D RINGSHANK NAILS (PER FBCR 803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE 1/4" = 1'-0" DESIGN PRESSURES FOR ELEVATIONS A. 10 SQ. FT. INTERIOR ZONE (4) + 35.8 - -38.8 B. 10 SQ. FT. END ZONE (5) + 35.8 - -47.9 C. 20 SQ. FT. INTERIOR ZONE (4) + 35.6 - -38.6 D. 20 SQ. FT. END ZONE (5) + 35.6 - -47.5 E. 110 SQ. FT. OHD ENDZONE + 33.9 - 44 1/4" = 1'-011 PROVIDE 6" X 18" SOFFIT VENTS @ 48" STUCCO OVER WIRELATH W/ 11GA 2" NAILS %N/ $" 0 HEAD @ 6" O.C. OVER 8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS) OF 15# FELT OVER WD FRAMING MEMBER (TRUSS TAILS). 0 TYPICAL HIP/ KING JACK CONNECTION CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' dean Roof Height. r Attach End J ck's W/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC REAR ELEVATION 1/4" = 1'-0" FRONT ELEVATION 1/411= F-0" Attach King Jack W/ (3) 16d IN-:,k Toe Nails @ TC & BC y Attach Corne ack's W/ (2) 16d To Nails @ TC & BC (' pical) c ------- 10'-0" T.O.B. 0'-0" F.F.E. HU' ECT- INC. PAUL WELCH INC. I�n�-cH-I"L�_c�-CIVIL t:r�G. 1984 GIL'TMORF ST. #IIt' MECHANICAL ELECTRICAL CIVIL ENGINEERING PORT SAINT LUC 34934 f'AUL WELCH P.E. 1984 S.W. BILTMORE ST. SUITE #114 I -I AUG 2 5 2021 FLA REG N0.2g945 PORT ST T,13CIF, FT, 34984 t i t i • i. a • r J `i k I 1 a 3. f 3 X SHEET NUMB//OF 2 $, CURB a 4" THICK (MIN.) POURED CONO. (2500 PSI MIN.) FINAL GRADE -rip 10 MIN. EMBEDMENT ' .°t . • . ` BELOW EXISTING GRADE 3" MIN, •C (2) {}5 CONTINUOUS REBAI� 1'-4" 8" C AR gVER (Typ,). MIN, 6X6--WI.4xWI.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FIBERMESH C+UFIE3 to C✓ ! ION • - SCALE: 2xA• FRAMED NON -BEARING WALL SEE Tern, DETAIL FOR CONNECTION TO FOUNDATION 2" (MIN.) P.T. SOLE PLATE o NRR50)SF.FCONCRETE MIN.) fi. ---- 6X6-WI.401.4 WMd (OR FISERMESH) (2) #5 BARS CONTINUOUS INTERIOR STEP NON -FEARING SCALE:3I0" " V-0 , L 'ABING I ALL!WORKSHALL:BE.° IIv ACCOfZDal�CE VtT ITH THR .13C 242p PLUMQING 2) DWVCP1PINt3`SNALl BESCHEDIILE:40 PVC- 3) WATER PIPING IN BUILDING SHALL BE ONE OP -THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. S) HOT WATER PIPIING WITH A MINIMUM THERMAL RESISTANCE OR R-3 SH�L BE APPLIED TO PIPING LARGER THAN J" NOMINAL DIAMETER, PIPING FPM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED -SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB 13URIED PIPING, SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTE PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH F130 20 ENERGY CONSERVATION. 00WEL. R0D P.EP-A1 NOTE-1 IN THE EVENT STEEL HAS BEEN INAOVERTENTOPMITiE0 FROM DOWN POUR LOCATIONS, DRILL 6" INTO ,�NCRETE (NO CLOSED THAN 3-3/4n FROM EDGES AND 5" FP ENI')S OF CAP WALLS). REMOVE DUST PER MFO.'$ INS1'�OTIONS ANY) USE TWO PART EPDXY TO ANCHOR #5 RE►IAKI PLACE, USE EITHER HILTI O-100 OR SIMPSON EROX)(-TIE. T FOICINDATION SCHEDULE F-1 16" D X 16" W (250 0 PSI) CONCRETE MONOLITHIC FOOTING WITH (2:) #5 BARS CONTINUOUS F-2 12" WIDE X 12" DEEP (2500 PSI) CONCRETE MONOLITHIC STEP FOOTING M/ITH (2) #5 BARS CONTINUOUS F-3 8" X 8" (2500 PSI) (CONCRETE MONOLITHIC FOOTING W/ (1) #5 BARS CONTINUOUS S-•1 4" THK (2500 PSI) CONCRETE SLAB WITH FIBER.MESH OR 6"/6" to WWM OVER VAPOR BARRIER ON CLIE,•A.N COMPACTED CHEMICALLY TREATED SOIL —2» ED I ! o I----- -�" UJ m ?C Q p (n 'rL '• ' a- X M I•'--' < J S—i Uj a% Ca F- 0 un LU cd W c,e� - RECESS AT OHD - 37'--2" RECEIVED FOUNDATION PLAN i t 1/4'� — 1,_0„ 'v�`(i St. Lucia County Permitting qPV�\c F NSF C,y IlG. 299 5 * AUL WEi CH INC. ENG. S7NUMBERMff9w.NLECT-CIVIL k�� u ANT WRE sr. ,j4PAUL k. CIE, FL 349F3¢ WELCH INC. ,STATE OF R.AU = \'VklLCH P.E.� hL•,g��5MECHANICAL ELECTRICAL CIVIL ENGINEERING O°p o •�\ 1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL 34984%!n0i .CC'i''1 ; �.,AIJi: t' (.I,,�.,i f 1' r: 1.k •, IJf;(_, f fr7 i«;s,��, --...^ ��' � MAsbNRY WALL, SEE PLAN .#5 REBAR 048" O.C. (MAX.) AS SHOWN ON FILA14S CURB ¢ 4" THICK (Min.) POURED CONC. (2500 PSI MIN,) FINAL GRADE 12" MIN. EMBEDMENT BELOW EXISTING GRADE 3" MIN, C EAR COVER (2) #5 CONTINUOUS REBAR 1'-4" 6" (TYP.). MIN, 6X6—WI-4xWI-4 WWM DOUBLE WITHIN 3 FT. FROMFOOTING (TYP) (OR FIBERMESH) CURB SECTION 44- ...... .... . . .. ..... 2x4 FRAMED NON —BEARING WALL SEE TYP- DETAIL FOR CONNECTION To FOUNDATION 2- (MIN,) P.T. SOLE PLATE w 4" THICK (MIN.) POURED F IF CONCRETE (2500 PSI MIN,) < 6X6—Wl.4xWl.4 WWM u- 1 0 (OR FIBERMESH) (2) #5 BARS CONTINUOUS IIUTERIOR STEP C �ff . ITH THE FAO V1 1) All RX41$HALLBE: 11,N'AC0QRDAN I El 0-AUNISING 2) Dwv PIPING I SHALL BE SCHEDULE 40 PVC.. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE I. COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PiPIIING WITH A MINIMUM THERMAL RESISTANCE OR R-3 SELL BE APPLIED TO PIPING LARGER THAN I" NOMINAL DIAMETER, PIPING FOM 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 BURIED PIPING, SUPPLY AND RETURN PIPING IN RECIRCULATION SYST0, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 5 6) WATER ilEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FEC 20'2 ENERGY CONSERVATION. DOWEL Pon, PAIR—MOTEll IN THE EVEN . T STEEL HAS BEEN INADVERTENTL ODD ITT EFY) FROM DOWN POUR LOCATIONS, n- RILL 6"INTO C, ,),)NCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND T FP M ENDS 'I OF CAP WALLS). REMOVE 0,UST PER MFG-°S INSTP,CTIONS AND USE TWO PART EP=(TO ANCHO R- #5 RENAKA PLACE. USE EITHER HILTI C-1 00 OR SIMPSON E)?M(-TIE- 4 it Vrp- I% -cv Za 4� FOUNDATION SCHEDULE F-I 16" D X 16" W (2500 PSI) CONCRETE MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F-2 12" WIDE X 12" DEEP (2500 PSI) CONCRETE MONOLITHIC STEP FOOTING WITH (2) #5 BARS CONTINUOUS F-3 8" X 8" (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (1) #5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB WITH FIBERNIESH OR 6"/6" fo WWM OVER VAPOR 10 BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED SOIL ?0'-2" 1 ot—opp '— 4" t0jo RECESS AT OHD ,37'-2" gn9-4" FOUNDATION PLAN 1/41? = 11-011 PAUwaCr-f Wc. �AffC'HsNLFCT-CIVIL ENG 9§4 bILTNIORE Sr. #114 -41- clAlfTI'UJCIE, FL 34934 PAUL WELCH INC. t' A U �1i CH P. E. A U G 2 5 2021 MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. PJLTMQPE ST. SUITE fil 14 PORT ST. LUCIE FL 34984 p r o �i 1) 1,- 1.(- 11 j_! "T zl- 0 0 G) 4 (y) L M o .j URM t• yy��y-(d�(ryry•• '��y{{t �y gyp.{�(• {��(}�, � YpQ Jj�J �{�[{—/\�' C'��,WI'\JJ.:4. j �.T..II-% .�.J1.:.% .Il SYNI'DOLS 3 ' t'r1Ttt�ti Win, S"wral (1}. 120V SPECligi PIWOS'li', 0UTIZ1' h zQ 1F au.1.1.PT lW ut;f-, G130,GN,1) ')'z .111. 1' LM(,)TIt( T)0N v�iT, YAP()R.PA Olr LI(yTI'.f. r GK n.00D LIG1.1'1' la Cc] C;A itf1CJlY i1'IC,)i`If) Cillii 177;`13> C' P►:1T{. System Voltage:120/240 Volt Single Phase 2-1/2" GRC Mast - 3-4/0 AL XHHW 0 Meter Main (22K AIC) Underground Option: 2" PVC 80 to FPL's 200 hMP MLO Panel conduit and wire %i" PVC 80 ``� 1 #4 Bare CU SOI. Connected to For Steel, CWP if present, And one 5/8" x €r9Und Rods ..tS DIAGRAM[ 2" PVC 40 3-4/0 AL XHHW 146 CU THWN OR 4/0 Type SER Cable ELECTRICAL NOTES: -ALL WORK SHALL COMPLY WITH THE 2017 NEC (NFPA 70) AND THE FBC/FRC 2020 - SMOKE DETECTORS TO BE IIOV W/ BATTERY BACK UP — ARC FAULT CIRCUIT - SNLOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (,NOT SHOWN) IF NOT EXISTING VERIFY - SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE - BRANCH CIRCUIT ARC -FA ULT PROTECTION FOR ALL CIRCUITS SERVING ROOMS PER FBC AND NEC REQUIREMENTS - CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN TO' OF ALL BEDROOMS - EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT - PROVID'E TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS ELECTRICAL, SERVICE SHALL BE I20/24OV/1/60 - GROUND SYSTEM PER NEC 250 WP/GFI ELECTRICAL LOAD CALC'S PER NEC 1844 S.F. @ 3 VA TWO 20A APPLIANCE CKTS LAUNDRY DRYER RANGE WH DW WP TUB (OPTION) REFRIG IRR. PUMP (OPTION) MISC TOTAL FIRST 10 KW @ 100% REMAINDER 0 40% TOTAL A/C HEAT 100% TOTAL 31172.8 240 = 129.8867 AMPS USE 200 AMP SERVICE OK 10000 11172.8 21172.8 10000 311723 VA ELECTRICAL PLAN �1 Y x A} �s x , Y? k i bb � • 4 t {' s k �r t� a f v �1 N{ k `i �d I PAU1 Wr-�cf-j jNC. MECH-ELEC,r-CIVIL ENG. SHEET NUMBER 1984 BILTMORE ��ST. #1 �14 / PORT SAINT WCIE, 1 L 34964 / of I'��UL WELCH P.F. P.A►.UL WELCH INC. AIJ(� 2 5 2021 l=1�1 c; NU.2�ro�I5 � MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE 4114 PORT ST. 6,[_1CIF. FL 34994 } ` ___- WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE z" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. Z" THICK WITH (1CAGE, 1 " LONG, 69" HEAD; 0.098" DIAMETER, 1 1" LONG, ANNULAR -RING D; 5D COOLER NAIL, 0.086" DIAMETER, 15" LONG, L�" HEAD; OR GYOUM BOARD NAIL, 0.086" DIAMETER, 1 8" LONG, -" HEAD) SPACED AT 7" 0.,, FOR NAILS 32 AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE PROVIDE CEMENT, FIBER-CEIENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, (1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURs,RS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB ANY SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.. & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVEL�?ED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTI(fLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT ;ER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERILS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALI' SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESORIES SHALL CONFORM TO ASTM C 36, C 79, C 79, C 475, C 514, C 630, C 931, C 60, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INS-tkLLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADIIESIVCJ FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTf C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAI34R RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOR-CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIE_ CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NU TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT T(EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILr_NG CODE 2020 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPAYED TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUIOING SURFACES, A WOOD FRAMES OR EQUIVALENT BAFFLE OR RE"AINER IS REQUIRED TO 13E PROVIDED WHEN LOOSE FILL IS INSTALLELjO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTIJ' TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4THROUGH R402.4.4• 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACC(,DANCE WITH R402.4.1.2• 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL IIYE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CTM PER SQUARE -FIT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AID' MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVf, (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATI(ii R401.3.. STRUCTURAL NOTES 1.) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). - 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL'ELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTIOF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PS;�_OMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIltiIVIENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 12" SUSPENDED SLABS: 1 2" 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAME hR EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SI-I_LL BE PRESSURE TREATED. 8) SPLITTING OR CRACKING OR STRUCTURAL COMPONENTS DU TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIV HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AJD STANDARD PRACTICES. 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILEff ITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTER16, PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH Od OR BETTER NAILS 6" O.C. EDGES AND 6" O.C. FIELD, OR SCREWED WITH DlYWALL SCREWS 1.5" LONG AND 0.131 DIA. 12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT REC03ED LINTELS SHALL HAVE 8' BEARING. 13) PROVIDE #5 CORNER BARS W/ 30" MIN. LAP SPLICES FOR BONL,3EAM. 14) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING ANI_SOFFIT TO BE STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/ g" O HEAD @ �'O.C. OVER 93,, METAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF 15# FELT OVER" ACH FRAMING MEMBER). R606.2.1 CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS SHALL CONFORM TO THE FOLLOWING S'NDARDS: ASTM C55 FOR CONCRETE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; A`i C90 FOR LOAD -BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED CONCRETEND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR CONCRETE FACING BRICK. R606.2.7 MORTAR EXCEPT FOR MORTARS LISTED IN SECTIONS R606.2.8, R606.2.9 AND f:�6.2.10, MORTAR FOR USE IN MASONRY CONSTRUCTION SHALL MEET THE PROPORTION SPECIFICrIONS OF TABLE R606.2.7 OR OR THE PROPERTY SPECIFICATIONS OF ASTM C270. THE TYPE OF M�,TAR SHALL BE IN ACCORDANCE WITH SECTIONS R606.2.7.1,R606.2.7.2 AND R60627.3 R606.2.11 GROUT GROUT SHALL CONSIST OF CEMENTITIOUS MATERIAL AND AGGREGA,. IN ACCORDANCE WITH ASTM C476 OR THE PROPORTION SPECIFICATIONS OF TABLE R606.2.11. TYF M OR TYPE S MORTAR TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO PRODUCE POURINGONSISTENCY SHALL PERMITTED TO BE USED AS GROUT. PRE-ENGINEERED WOOD TRUSSE 3 SIMPSON STRAP PER SCH. ' SOFFIT PER DETAIL EXTERIOR CEILING TO BE 8" BEAM BLOCK STUCCO OVER WIRELATH W/ (1) # 5 BAR IN 3000 PSI r3orroM cope OF w/ 11 GA. 2" NAILS w/ 3/8" DIA. CONCRETE FILLED CELL. rpuss HEAD @ 6" O.C. OVER 8" PRECAST LINTELS 3/8" METAL RIB LATH @ 6" W/ (1) # 5 BAR FOR O.C. w/ (2 LAYERS OF 15 # OPENINGS & FILLED FELT OVER EACH W/ 3000 PSI CONCRETE FRAMING MEMBER) • STUCCO FINISH 12",BLOCK COLUMN w/ (2) # 5 BARS IN (3000 PSI) 2,+ t7phNAl,l (WALLS 'STUCCO BAND CONC. FILLED CELLS. ANr7 CI.G) • 2X4M10pFLAF1Op STUCCO FINISH 12" x 3 8" Mir& 3' X '16" X 38" BLOCK BASE 4/--- # 5 DOWEL w/ 30" pLINNCp MIN. LAP SPLICE VERTICAL DOWELS 2 X 4 WOOP 51`1_1125 @ 24" FROM FOOTER O:C: or I Z" X �l 8" WfA # 5 BAR VERT. IN (3000 PSI) CONC. FILLED CELL. (LOCATIONS PER FOUNDATION PL, '' PPYWALL 6o1N ! : i . I+ I I 1 , FOOTING PER PLANa 51PF5 ( fir WALI. FINI9-I ,. X I" CMl3l) fc,5 NOIF5 rop WAd,l.S @ 24" O.C.V�pt: APJAaNr -150 9106Q AM2 R113) ' I + I ' I @ r0 C135 WA-1-5 1. pLA � PS, woos r3orf : 12" C M U WITH 16" X 16" BASE No SCALE . . . OF, 12 X 33 M�tAL • puNNFp W/ i'APCON5 NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION @ 24" O.C. CONCfTi Fl,00p SHINGLES OVER PEEL N STICK UNDERLAYMENT PER FBCR 905.1.1.3 YPC%NL NU0\ NON—M,6, WL PFTAIL ns OVER 19/32" CDX ' PLYWOOD SHEATHING WITH 8D RING -SHANK PER ROOF NAILING DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. METAL FLASHING (DRIP EDGE) R-19 INSULATION 1 X 6 CEDAR FASCIA OVER 2 X 4 WOOD SUB -FASCIA 2" DRYWALL (CEILING) STUCCO SOFFIT PER DETAIL 2" DR`PWALL (CEILING) (1 ROW) #5 REBAR W/ 90 DEGREE HOOK (1 ROW) 8"X8" CONTINUOUS CONCRETE 8"X8" CONTINUOUS CONCRETE BEAM BLOCK W/(1) - #5 BAR IN 8"X8"X16" CONCRETE BLOCK BEAM BLOCK W/(1) - #5 BAR IN (3000 PSI) CONC. FILLED EACH CELL (MASONRY) (3000 PSI) C01JC. FULLED EACH CELL 8" PRECAS LINTEL W/(1) - #5 BAR ''--- #5 VERT. REBAR IN (3000 PSI) 8" PRECAS LIN-FEL W/(1) - #5 BAR IN (3000 PSI) CONCRETE FILLED CELL CONCRETE FILLED CELL IN (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR OPENINGS AND (SEE PLAN FOR LOCATIONS) AT ALL DOOR OPENINGS ANC WINDOW OPENINGS (SEE LINTEL WINDOW OPENINGS (SEE LINTEL SCH. FOR MORE INFORMATION) SCH. FOR MORE INFORMATION) STUCCO FINISH 2" DRYWALL (WALL) ROUGH BLOCK 1X2 FIRRING @ 16" OR 24" O.C, CONC. CURB #5 REBAR W/30" MIN. LAP SPLICE F1 FOIL INSULATION FINISH GRADE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS "1 YID I CAI WAI, � 5F C-CI ON (GArAG F) 1J 1`5... STUCCO CEILING PER STRUCT. NOTE# 14 (1 ROW) 8"X8" CONTINUOUS CONCRETE BEAM BLOCK W/(1) - #5 BAR IN (3000 PSI) CONIC. FILLED EACH CELL 8" PRECAS LINTEL W/(1) - #5 BAR IN (3000 PSI) CONCRETE FILLED CELL (SEE LINTEL FOR MORE INFORMATION) 1WICA, COUMN 5�CTION C COV , rOpCN> IWICAI, WAI 5FCfION PAu(_ vVE�CH fNC. MECH-ELECT-CIVIL ENG, 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 3498 PAUL WELCH P.E. AUG 2 5 2021 FLA REG NO.29945 SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. #5 REBAR W/ 90 DEGREE HOOK 8" X 16" CMU COLUMN WITH (2) - #5 BARS VERT. FILLED WITH (3000 PSI) CONCRETE, CORNER COLUMNS ARE 8" X 8" X 16" CMU COLUMN WITH (3) - #5 BARS VERT. FILLED WITH (3000 PSI) CONCRETE STUCCO FINISH #5 REBAR W/30" MIN. LAP SPLICE FINISH GRADE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS SHINGLES OVER PEEL N STICK UNDERLAYMENT PER FBCR 905.1.1.3 OVER 19/32" CDX PLYWOOD SHEATHING WITH 8D RING -SHANK PER ROOF NAILING DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. METAL FLASHING (DRIP EDGE) 1 X 6 CEDAR FASCIA OVER 2 X 4 WOOD SUB -FASCIA STUCCO SOFFIT PER DETAIL #5 REBAR W/ 90 DEGREE HOOK 8 X8 X16 CONCRETE BLOCK (MASONRY) #5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL (SEE PLAN FOR LOCATIONS) STUCCO FINISH #5 REBAR W/30" MIN. LAP SPLICE FINISH GRADE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS Nr5... PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BJLTMOR.E ST. SUITE #114 PORT ST. T UCIE, FL 34984 ,F ; , iC,r >np '_ s -1• , !"; tT� 1�-'^.,h (lT - Nr5... ;1 ,Y 6 t t ,4 t y w v �1 r w 7 I a� 4 s � a x Y ri w - k� SHEET NUMBER AV AN, OF CMU Wi (SEE W� CORRO: PER V APPLY PE BETWEE (SEE A FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WINIX01MV HEADER AND JAMS TYPICAL r3UCK DETAIL NO SCALE NOTE: TAPCONS TO 13E INSTALLED THRU 13UCK INTO MASONRY w/ MIN. 1-1/4" EMBEI'l'MENT PER ,PRODUCT APPROVAL ,PER F13C 1715,5.4.3 13UCKS MUST COVER ENTIRE DEPTH OF JAMBS. rt /nil NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURED BY CAST-CRETE (OR En' AL) IPIRECAST C0NCIRETE WINF)0 V SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) FILLED CELL AT JAMB BLOCK (TYPICAL) � . 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM A`7 • 12 r? . Rs ' ' C' %, 1" X P. T. WOOD BUCK WITH SEALANT PER BETWEEN BUCK & WINDOW FRAME WATERPROOFING NOTE # 4 AND ANCHORED (SEE WATERPROOFING NOTE # 5) TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS tQ 12" O.C. MAX CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SLIDING "LASS hIOOIR RUCK DETAIL 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) EXTERIOR DOOR RUCK DETAIL NO SCALE NOTE: TAPCONS TO 13E INSTALLED THRU 13UCK INTO MASONRY w/ MIN. 1-1/4" EMBEDMENT ,PER ,PRODUCT APPROVAL ,PER F13C 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAM/3S. NOTE: 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 # 8 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: 13UCK 2" K 8" R T. RIPPEO DOWN TO 2' K 4-1 /8" ,P. T. w/ 3116" TAFCONS 1-1/4" MIN. EMI. 4 /12" 0. C. w/ # 10 SCREWS, ,PER PRODUCT APPROVAL. WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FRC 1R7103.4 (1 .2) AS PER DETAILS PROVIDED 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 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 1/8" BETWEEN BUCK AND MASONRY 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRREO) 5. PROVIDE CONTINUOUS 3/8" BEAR OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. CORNER BAR CONTINUOUS FOAM INTERIOR AIR AND WATER 3EALANTPER WATERPROOFING NOTE # 6 MAR1 ILE SILL MORTAR OR GROUT 1 /2" DITYWALL # 5 CORNER BAR WITH 30" MINIMUM OVERLAP FASTENERS AS REQUIRED 13Y 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 0 O 0 HEAD: 3h0" X 3" TAPCONS (off 12" O.C. (TYPICAL) Z r'I Z 1/2" X 5-1/2" REDHEADS w/ 2" 01A. X 1/8" ViASHER W (TYPICAL) clk c 2" X 6" (PT) OR 2" X 8" (PT) 13UCK (TYPICAL) F,. Q GARAGE FINISH FLOOR co GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE (16'-0' X 8'-0" & W-0" X 8'-0" GARAGE DOORS) 1. JAMBS : 2" X 6" OR 2" X 8" P T W/ 3/8" X 5-1/2" EM/3E1). TITEN HO W/ MIN. 2" /CIA. X 1/8" WASHER. (TY, PICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. W/3/16"X3" TAPCONS AT 12" O.C. 3. TORSION SPRING ►$LOCKING 2" X 6" ITT. W/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) # 5 VERT REINF. IN U/) FILLED CELL CONTINUOUS W TO FOOTINGS. Q Melf-utammIll BLOCK TRANSITION NO SCALE # 5 HORIZ REINF. TYP AUG 2 5 2021 / PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. RILTMORE ST. SUITE #114 PORT ST. LUCIE, FL 34994 s 4 t '! r 3: 4 ;w SHEET NUMBER OF 9;71— A " 20s-2tp i of as 22s—C PAM El I EGRESS 121— Alp F_ Ld _Z 0 LLI Do MASTER ! FAMILY ROOM- i VAULTED CLG PHIML IlOom VAULTED CLG 0 lop DROOM 3 aE8' CLG BEDROOM Axo" (4, 9 COFFER CLG 4 00 1 0- 1,91 L tto 'i. -9 -- — — — — KNEE — — — — — LL . . . . . . jql. RE 4 CLOSl_'T 011jEN CLOSET 10 00 NL I lu I w.kc. < -22"x3 ATTI C 0 in A A _uj cc ACCESS F -EL-OSET bi � a7ET- $ w QEQRQOM 2 W.I.C.iv - 1 .1 8' CLG u dM-1. A CM70 10 TH 0 71 LIVING ROOM 'p^ 10 VAULTED CLG (HW u') or VAULTED ,,CLG 3'- 4 B • L-11LIO Flil I i lel .011 1 1 1 1 F7__l L - - - J 1 QQV. ENTRY I 22"x36" ATTIC ACCESS GARA-GE 1(9 2OP-911 �,v (0004 M-d I," ( A r ()t _kA MO-4 407q-1 D I C-) wo 34"La 4 Pt C' L T 4 —21f �21-21)1 160-0$1 -:2! 37'-2" gnp—A" A/C LAYOUT 141 11-off Wf,l(',H INC. ME('_j-j7ftF7,CM0lVlL EN(3. 1984 B1 T M () R F--,. ST. # 114 PO,R SAI IT t-IjQ(r --L 349,34 PA L VEL .1 PL-. Ln AEG0,2*945 AUG 2 5 2021 AC cu 42"x42" CONC PAD In SHEET NUMBER OF PAUL WELCH INC. m I MECHANICAL, ELECTRICAL CIVIL ENGINEERING 1984 S. W. BILTMORE ST. SUITE 4 114 PORT ST. LUCIE., FL 34984 P.1-JONT'(772) 785-9888 E-MAIL PWELCHINlCc,A0L.0O3\l