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HomeMy WebLinkAboutFLOOR PLAN SCALEll G,)'-d. 440 J aj� FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #56-s�/�56�r; Well # 57-Z8575 Date: 7 k Revie er. NAME AREA Area 1 A/C 1555 SQ FT Area 2 GARAGE 440 SQ FT Area 3 FRONT PORCH 28 SQ FT TOTAL AREA 2023 SQ FT. FLOOR PLAN SCALE 1/4" = NOTES: - 1) TIIE 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 BUILDNNG CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE; FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014.EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ii on sm ADDRESS IDENTIFICATION. BUILDINGS SHALL BE PROVIDED WITHAPPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES (102 MM) IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7 MM). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. 62 -4 40'-811 6'-0il 10'-O" 3'-011 .- 3'-0" 14-8" WtG T� -P r '� T � - �4 MASTER BATH tit Y �ii� ° LtJ '/ ovr-- PATIO - CA ' - 0 1 11 vwur ro- � lul8 1 �'hl - a %� 4 u MA8TER BEDROOM N y t m I ED i � 6'-Oil 9'-0n x ¢-fin 3-0n x 4�n (� 2 in 13'-6h" �0 30'-9" Gj+1 4`Iin1t70W� 91-Q77 V m x Q p tv6 r;'Ex v Pula-& ��� r cD O e m At a.s Ltut 'ro Cu TE'IG rt� Oo `-;1�x„ V-AVI DINING FAMILY ROOM BEDROOM *1 on N AID � WA I 1 A-ru, ACGI } - ,A641! 31Wra ys YN- 1.\N� �' - yv N t r to x WItt70F1 �i `f CAI - -' re -I ivvc-i�rr<adTg2 se itl -9IIA itl CAR GARAGE v r Ill-4�" 13'-4 20 WO 12ATEO s` 5'-Oa O t � G�51 i Jr t0 ° Q -Ou201 `a )� O 10 9n 3 1 $n ttl �4 , / / - ----------------------------------------- -' CIA ' � / �i�'�, BEDROOM *2 ~ 13ATH KI C�-1EN o oap1t7e L17E � - ... �(,h'T O y_6'� / / . ' Q ¢,-115" -' iy'TIIrLtcSl+obi7 ",)MAW" KCs �e,cy4 a1a.YC O ° ° � m I �tYrT2- 41---/ i _ r �"A,ITR /� e / Orts 4Ali VIIALL+ Q o,u. �� I - � i m � Is 1,-_�.- o - tr _ `Q 16'6" i11 3'-0" x 5'-O" D R�Or - I�iEA,IA h1,vvYNr�ow P U O -fit iv O ' ! _ L' I® 3'-Oil O Nbni qq �dU"YILEVEI7' �) ' 4 4t 57 VAC I+I O �" 7 6 itrnP �6 4". / 2'-211 NOTE: ALL INTERIOR DOORS TO BE 80" HIGH. V-0" x 5'-d - hIl wlwr�orJ 16'-Gil 2'-211 4'-8" 3'-0il 4'-811 5'-4" 20'-4" 121-411 5'-411 NOTE: EGRESS OPENINGS SHALL, HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE, FEET (0.465 M2), MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610 MM) AND THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508 MM). EGRESS OPERATIONAL CONSTRAINTS.. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE: 62'-411 FLOOR PLAN SC: ALA 1 /4" = V 9M LINTEL SCHEDULE S - Planning & Development Services Department F Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: P&CCONSTRUCTION Project Address: 5412 KILLARNEY AVE. FORT PIERCE, FL Permit #: Occupancy Type: R 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 lucal building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (comr'eSe all that apply) 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 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 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft 5. Mean Roof Height: 15 ft Roof Pitch: 5 7.2 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 19.3 Zone 2: Zone 3: 19.3 19.3 33.6 33.6 31.8 -30.7 -53.5 - Zone 4: Zone 5: Garage: 79.1 -36.4 -44.9 -41.5 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 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` 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. 2994S / 5115 Print Name Cent # & Co. Cert Auth. Paul Welch Inc. ON PLAN 7/17/2018 Signature, Date, and Seal SLCCUV Form # 020-12 Kevlsetl 3/15/12 pS) Building Permit # 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address Planning & Development Services Department Bu Hing & Regulations Division "•'aduct Review Affidavit OwnersNaate •'G eon,s'f, of TG L Applicant: CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THCSg PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUI!IED lilt FIELD INSPECTORS THAT MAY BS NECB6SARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ALL MANUFACTURES LADLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INS►EC71ONS ARE APPROVED i C''1r'd!1' S: l tSCM1 f �'iClti l r4t-�i.ei �cm� Product Opening Design Product Rated MQnufach:r,:r Model Number Product Approval Glass Method of Attachment Pressuras pest n Pressure - -Ua Number T 1e Windom IaLevI> 'I,4b('(D MI✓ �kl ek'(- __ -Q(plU,(J -r Mullions t.a+3,G /-3G,d' -39, "9 xt7,IZ5 Fixed Glass SuFGII . _ k,, ''�i,G )-'4�1,q +Pi/-�3.� PLY Ivrut< ¢roP 12 °V6'd/7f%� rLa 24t I I I</a - - f'tK �jeFt=•t7 S>r [Ate 6ka Pl.ta,t 1 C71VIN(m 44,E �? - SnNeS J� P_LIC _ -Pl�r 4AQpIG F1MM Non07 O(cb.b4 NIA GCCL t {{la.Li71E �l atr�t! h+oYC>.+ b,U PLAN SYltlin GlassDoars 17C ECF'✓�7 +�_c�o s5�� zac� (ZR��z-�-�•-x l� to----r.���� - oa2u, LIJ I 5wln Ty to Doors �1G E ELI:M'"7 t(-`j0 'TIIF.(L4{4 -IwJ Sneoil TAfL Plit 2oq GQj,T{-i Lt�i� 3/Iro'x I'/ Mlu, G-�i.61'�a `CA.Ft.E�tia'a 1%AOIZ W 5L, FL l¢ ,L,T C6+'�t4-' p, L, d r r GaPa aDoor8 ,y A/ �.'•OYe 4,(^yI�? f4-S/-�2 I q 17.u° l O%- fpil 'Q NG1. I Tt ,$___ ._- - O 16 . r•t ��` Hurricane Protection Roofventilation µ/A: Roofing Material C:U,F r'd rL44 �I� R- f%,K FIw)G Za- 79.1 u8.5 604. Itia5t,l2 I have reviewed the above components or cladding and I nave approved their use in this structure. 'These products provide adequate resistance to the wind loads had forces specified by current cone provisions. Name: I '.-�. .II--VA�N Signature; 6� 'PL+' lJ _._.._��. .. seal Design Prof: -VA. 'SC'A C: �iN E Cert. No. r � 1994S Date:_ a>rJ ps.r,r� - LINTEL # LENGTH /TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L-1 17'-4" 208" PRESTRESSED 1326 1050 520 400 8F20 IB-1T L-2 4'-6" 54" U-LINTELS 6133 600 2724 250 81`161B-IT L-3 5'-10" 70" RECESSED 4242 700 1960 350 8RF14 111-17 L-4 T-6" 90" IT -LINTELS 2661 600 1634 250 8F16 IB-IT L-5 T-6" 90" RECESSED 2459 550 1462 250 SR F14 1B-IT L-6 4'-4" 52" RECESSED 5260 300 2635 200 111 8RF74 IB_1T NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CAST' LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. NAME AREA Area 1 A/C 1555 SQ FT Area 2 GARAGE 440 SQ FT Arsa 3 FRONT PORCH 28 SQ FT TOTAL AREA, 2023 SQ FT. A/C AREA VOLUME 12440 FT3 IV] 4'' i• ('t XVIENN W) ON' t ax> -_,� i,nAN.r: ltih PF:lil r L V N tU JUL 1 9 2018 APPLIED DESIGN PRESSURES (PSF) MARK I E AREA - ZONE 4 ZONE 5 SQ. FT. (+) (+) (-) 1 10 33.6 -36.4 33.6 -44.9 2 15 33.5 -36.3 - 33.5 -44.8 3 20 33.4 -36.2 33.4 -44.6 4 25 33.3 -36.1 33.3 -44,4 5 30 33.2 -36.1 33.2 -44.2 6 35 33.1 1 -36.0 33.1 -44.1 7 40 33.0 1 -35.9 33.0 -43.9 8 110 31.8 1 -34.7 31.8 -41.5 Vult = 160 mph EXP=C FRONT ELEVATION L TSIDE ELEVATION Mega Gi I • rE --J, BACK ELEVATION z %IGHTSIDE ELEVATION ,4' t ,c -- o ! I SHEET NUMBER: 'rAo PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S. W. BILTMORE ST; SUITE # f f 4 PORTST' LUCIE, FL 34964 PHONE l772J 785 - 9888 E-MAIL PWELCH/NC@AOL. COAL JUL 1 9 1Q18 PAUL W,5LCH, P.E-FLAREGNO. 29945 1 d^:vmYa4.MYiYmtaw•2c}wYe ram.-H eew uvsa.:"a•nawee£wsas - _.- _..-_-..—__ 90- b.. J e" 1 -1 16"D X 16"W (2500 PSI) CONC. MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS F-2 12" X 12" (2500 PSI) CONC. MONOLITHIC FOOTING W/ (2) 45 BAR CONTINUOUS INTERIOR NON -BEARING FOOTING W/ STEP S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED SOIL. S-2 4"THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/6" 10/10 WWM OVER CLEAN COMPACTED FILL (NOT TOUCHING RESIDENCE FOUNDATION) R RECESS AND SLOPE AT O.H.D. OPENING RS RECESS AND SLOPE AT SHOWER Li i FOUNDATION' RpfbE ol & IJ—Z T%0') 4), 70) ) RE .I. BE In 1) RESIGN LOADS IN ArCCOMN(E NVITO ASCF7410, 1) SOIL'BEARINL CAPACM 2I PSF (MIN.), 3) ALL STRUCTURAL CONCUTEIN BEANK LINTELS, VERTICLII CELL) AND COLUMNS SHALL HAVE A MINIMMI COMPRESSIVE STRENGTH OF 3W':PSI' COMPRESSIVE S'I RLNGTH AT 28 DAN'S, 4) SLAB i rooTINGS 11) RL CONCRETE WI` JI ,N CIi ' "RESSIV STItI Nta I I I A"I 48 DAYS, S: SITE PLAN FOR SIZES A StEEL.REQUIB1EI41wsl' "- AIINIAIUM CONCRETE PROTECTION FOR REINFORCING BARS'. F0OT"IN :3 AUJVlS: J !V SUSPENDED SLAB$; I }i"" &) LAP ALLREINFORCINC'`$TEELAMt~INHIAlOF49BAR DJAWLEI'ERS EXCEPT, AS NOTED GRApt sa S I L NII" INI Ii I IN Ii AN1I I OL EII IN . 71 ALL LUMBER, IN CONTACT W111I CONC.'RET11w4R. AIAASONIk' BitA £RLL ESSURE TREATED, 8) SPLITING OR CIRACICIN(; OFMVCTLIRAL C{)AIPONENTS IiV TO INSTALA"1jO,8,OF1iAI VARk.ISNOTPXR TfLD, N1 UNLESS O'IHERMSE hIOTED THE INSTALLATION OFS I'ECIE)EU RA. RDWARE' SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS ANI), ST; R PRAi."dTIICIES. 10) LIN10A STIALII .HAVE A RINIMUM 0BIIA G. I1) PROVIDE 4 5 CORNER BARS W13 4MIN. LAP SPLIMPOPRONDREAK 12) STUCCO tEILINGS ALSO SOFFIT N=' EXT'E91OR (MILINO AND SOMT TO )IF 13) EXTERIOR Ie RAME WAL L S TO BE $NCCO OlTR NVflWL ATII'I ffff I EGA. I" 0*6 NAILS SMITH 3/8" 0 HEAD 0 6",0;C. OVn (2) LAYERS OF (Ijd FELT OR TyVAK BUILDING WRAP) OVER 19132"¢ CDX PLYWOOD WITH 109 NAILS TO SIVOS 0 6" O:C. PERIAIRM AND MLD S.F�(�+�AzI)�{4"3tvii'ic`[t� �5+=i14esi;[ xir, rnC%IFt_'�'Ct3Ft'i'P`.$I~r4`�•'ta"IL#,�[}s'�'(,�OI9 :,t ill `-, i fie�a SThltj i-lti�l SC9,^tiLI. };I 1V.FN:+i_.""tsP_If P 7.31:Wi.#I� 1"R� "y�.O�i�R�177r'E'�r*TV� .S.ilPIIP4`��a, ' i Tld iY.ta a'.rli4,ai7f ]t•Iti.1Jt'a,['a T � C&i4SI11L➢It#,':f"t'lgPA 4.NlNL, ,'0i A81;1tiTdli y) d; P3i a} r ' ".`1" nip': PRPIi�i N}P ,?11is6 iI5E1211 ft£3'tH Sldazar2ll"dix">4fil+aSlE ; 4i(k ThS ��+Jf�C"3M1'£].�3t�,�.i6'7it#,s3.�s"i htEfSi:71iYVi,;3I C1F nrSEj"r .r'. t..l 'C'i 1;;�tiP7~a'II. a CiWC2@CtntfmirE4YerOC(,,5-f €JNC7111'�-1a)lE3rJW'c�S'.,Y��}iI§�!'I"'A'4 T�Ii,6 ii �'k`i,' [; :atali�llL`-.+i C`1.;�. I'1it&7tt "4':2.1 [.. ay.4ti,: r.C'ONr f.LI F_ S)-SU0AS1 (70MD'A "fKIN F0IR IIfJ, F1,00 P,, -STA fl vlt,I f,fATFlztAt. 14 i ,[; II13 NlfNl),WNJ [1F`+"r!;3"%`S' �'. ,N..L'4'T3 �.`s'h, £ aF 3'-tilkz.: t'iN T114CIMI09'r tJSIT'50'YCli`'M1--, E111: AS1 TITR,?k4TNIFrNVNic,fl'FIEbIli;'n0 fP GARAGES FLOOR SUREA CE _- 1) GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. PLUMBING NOTES: 1) ALL WORK SHALL BF: NI ACCORDANCE WITH THE FBC 2017 PLUMBING 2) DWV PIPING SHALL BE ICHEDULE 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'✓V 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 TIIE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS; PIPING WITH RUN LENGTHSGREATER THAN 20 FEET, G) WATER HEATERS INSTALLED SHALL BE IN.ACCORDANC.E WITH FBC 2017' ENERGY CONSERVATION. ! yr I r ! 1 rJpHQq t " P. I /:1 _...pL aIlk a. y PLUMBING RISER NTS... --- oPA UL WEL CH INC, Wfp MECANICAL ELECTRICAL CIVIL ENGINEERING C✓ 1984 S. W BX TMORESr.. SUITE# 1 I:4 PGRTST. LUC/E, FL 94984 PHONE(Zj) 785.9888 EWAX PL4 'LCHINC@A0l-.00M_ PAUL WELCH, PE FL.A REG NO 29945 JUL 1 9 2018 I 'a SEIF.ATONC I II Nis .ZONE a4s "A" = 5 FBI Fi'pPf(.'dL Q'J1'ARICRQ9FPAANTI.ANVlBN'% ZONE ROOF SHEATHNG ATTACI N f REQUIREMENTS ® NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ('2 NAILS AT 6" O C. PFRRVIE1'FRER AND 6" O.C. FIELD ® NAILS AT 4" O.C. PERIM=' AND 6" O.C. FIELD NOTE: ROOF SHEATIUN'G SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FAS•T'E•NM TO ROOF FRAMINGVITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHONW ABOVE. i ti ✓O7�—u O U O U O U O O W O O W---W O O O O --,� -- — „W —UPI --r----,� 20-04-00 Ali 7 2 sY" <4 "X" BRACING AT RIDGE AND 6 FEET O.C. EACH SIDE OF RIDGE 5 2 X 4 SPRUCE OR BETTER LATERAL BRACE AT 6 FEET O.C: or FASTENED TO TOP OF BOTTOM CI4ORD OF TRUSSES WITH (2) - 16d NAILS EACH, AT GABLE END TRUST{ AND 4 TRUSSES BACK l' CEILING PER PLAN P.T. 2 X 8 CONTINUOUS WITH 'Vs" "J" BOLT OR V2" X 5 '/2" WEDGE — ANCHOR AT 24" O.C. WITH 2": 2" X 1/8" WASHERS REINFORCE EACH VERTICAL MEMBER OF GABLE E'ND TRUSS WITH 2 X 4 T- BRACE WITH 16 D NAILS AT 8 INCIIES O,C. .PLAN VI .r7v T��C]G�I .nm 62-04-00 40-08-00 i 5-04-00 _ ROOFING / UNDERLAYMENT PER PLAN I 19/32" ROOF SHEATHING ALUM. DRIP EDGE 2X P.T. WOOD FASCIA SOFFIT 2X4 LADDER FRAMING AT 12 INCHES O.C. — GABLE END TRUSS L/-(u GAD � 12 FAIL � 1 IvLAu� IL 7t'2 :sl.oR. — 16 D COMMON NAILS AT 12" O.C. STRAP GABLE END TRUSS WITH "SP0SON" HETA20 AT 48" O.C. (9) - 10d X 1'/2" NAILS P R STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM AT VAULTED GABLE i db 10-00-00 O O O O OD CJ01 CJ02 CJ03 EJ01 EJ01 0 O EJ01 0 EJ01 N EJ01 CJ03 CJ02 CJ01 O 0 >/ o 7 � O O 1 O O 4 -- (1) #9-15 x 1-1/2" HWH w/Sealing Washer I 'j 12 At Panel Lap - f PANEL FASTENER: #9 -15 X 1 V2" WOODGRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, V4" MINIMUM PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED AT 12" PARALLEL TO ROOF SLOPE AND 12" O.C. PERPENDICULAR TO ROOF SLOPE. ROOFING ATTACHMENT nts... PER FL# 11651.12 METAL ROOF PANELS SHALL BE SECURED TO THE. SUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET. UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES UNDERLAYMENT SHALL BE APPROVED 30# ROOFING FELT. UNDERLAYMENT APPLICATION. UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH ROOF PANNEL INSTALLATION. FLASHING SHALL BE INSTALLED IN SUCH A MANLIER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ALL ROOFING INSTALLATIONS SHALL BE IN ACCORDNNCE WITH FBC 2017. TRUSS CONNECTOR SCHEDULE TRUSS ID T04 T04 T05 T19 BEARING POINT 1ST 2ND 1ST 1ST & 2ND TRUSS ACTUAL UPLIFT 2031 2588 1023 1353 CONNECTOR CONNECTOR FASTENERS ID UPLIFT DESIGN (2)-HETA 20 2500 (12)-16d (1)- MGT 3965 (22) - 10d & (1) - 5/8" A.B. (1)- HETA 20 1810 (9)-10d X 1.1/2" (1)- HETA 20 1810 (8)-16d NOTES 3 O O2 O3 T21 VALLEYS ALL OTHERS AT CONT. CONT. 263 PLF 100 #PLF ( )- HETA 20 1810 (9)-10d X 1 1/Z" T 1 STRAP AT EACH END AND AT 48" O.C. ( )- MTS 16 1000 (14)-10d X 1 1/2" T 1 STRAP AT EACH END AND AT 24" O.C. SEE GABLE END DETAIL — 1 AT CBS BEARING CBS BEARING LESS THAN 1800# EACH < 1800# (1)- HETA 20 1810 (9)-lOd X 1 1/2", TRUSS COMPANY ILDERS FIRST SOU LAYOUT DATE 5 18 L018 .L._ UT -SHEET DATE 6 1 2018 _NU TIIE-,ALL STRAPPING TO BE SIMPSON TRONG-TIE AS SPECIFIED. NOTES: 1 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD 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. 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.). 3 (1)- FGTR WITH (18)-SDS 1/4" X 3" & (2) 1/2" X 5" TITEN HD MAY BE USED IN LIEU OF CONNECTOR AS SPECIFIED TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER, 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES, 3) CONTRACTOR TO VERIFY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5) SEE TRUSS CONNECTOR SCH. FORTRUSS Tn Wfll I rnnlniGrnnnic 0231 �ie s Q� SHEET NUMBER PA UL WELCH INC. A` MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984S.W. B/LTMORESr. ,SUITE#'1 f4 PORTST: LUCIE, FL 34984. —! PHONE (772) 785 - 9888 E-MAIL PWELCHINC@AOL.COM 1018 PAUL WELCH, P.E:. FLA REG NO. 29945 JUL 1 9 f NOTES_ 1) THE CONTRACTOR, SUBCONTRACTOR, SlUPPL1ER, ]TCT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT:: WALL FINISH / INSULATION NOTES ` 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE 1.) INTERIOR TO .BE '/z" DRYWALL FINISH. ADDRESSED .BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.'/"' THICK WITH (13 GAGE, l 3/8" 3) ALL WRITTEN ➢INIENSIONS ON THESE DRAWINGS 'TAKE PRECEDENCE OVER LONG, 19/64" BEAD; 0.098" DIAMETER, 1 Yu" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 15/8" LONG,15/64" BEAD; OR GYPSUM BOARD HARDIE SIDING NOTES: SCALED DIMENSIONS. NAIL; 0.086" .DIAMETER, 1 518" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS \ 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE ` (FlBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 AND 12" O.C. FOR SCREWS. HARDIEPLANK AT GABLE: \ MECHANICAL CODE, FBC 2017 ENERGY CONSERVA':ITON, AND THE NEC (NFPA 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT FIBER -CEMENT OR HARDIEPLANK SIDING TO BE ATTACHED OVER TYVAKBUILDING WRAP OR 15# FELT OVER GLASS PLYWOOD. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 W' LAPS AT TOP OF PLANK. �\\ MAT GYPSUM[ BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR HARDIPLANK TO BE ATTACHED WITH FASTENERS 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY STENERS ?''/z" LONG, Q223" HEAD DIAMETER, 0.092 ALTI 70 2014 EDITION. C 1.278 AND INSTALLED IN ACCORDANCE �VITFI MANUFACTURERS' �,\ t M. DRIP EDGE SHANK DIAMETER, CORROSION -RESISTANT SIDING NAIL. FASTENERS SHALL BE PLACED IN THE T �j HEAVY TERMITE INFESTATION AREA PER FRC 301: _ RECOMINIENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER OVER -LAPPED AREA AT < _ „ \ A REAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). _ 8 1/4 ON CENTER VERTICALLY AND 16 ON CENTER HORIZONTALLY \ — 2X FASCIA 4 WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF INTO STUDS THROUGH 5/S"PLYWOOD SHEATHING. 5/8" PLYWOOD SHEATHING TO BE NAILED TO ^ STRUCTURAL NOTES ) 1 DESIGN LOADS IN ACCORDANCE WITH ASCE7-a0. NOT GREATER THAN 450. STUDS WITH SD NAILS @ 4" O.C. PERIMETER AND FIELD. § WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD FASCIA TIdllM 2) SOIL BEARING CAPACITY: 2500 PSF (MHN.). ) HARDIEPLANK AT CMU WALL: 3) ,ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND CLASSIFICATION OF NOT GREATER THAN 200. HARL__ST.APLES WITH 1" LONG; LEGS AND 1/16" COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI G) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL 2"X2" FURRINANKG SIDING AT CBS DI BE ATTACHED OVER. HORI BUILDING WRAP OR 15#LA FELT OVER „ OF PLANK. FURRING @PLAN . TO ATTIC E BE APPLIED W' LONG HORIZONTALLY WITH 1 B LAPS NAILS TOP (1ti GAUGE) m AT 12 O-C< COMPRESSIVE STRENGTH AT 28 DAYS. HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE O PL „ 4 SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE CENTTMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO F ANK. HARDIPLANK TO BE ATTACHED WITH SD X 2 %: LONG GALVANIZED BOX NA[LS --- ) PLACED IN THE OVER -LAPPED AREA AT 8" ON CENTER VERTICALLY AND 16" ON CENTER VINYL VENTED SOFFIT STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL 5) .AIINIMCIM CONCRETE PROTECTION FOR REINFORCING BARS: CON'1PLY 3i'Ct Fl SECTION FRC316. HORIZONTALLY INTO FURRING, FURRING TO BE ATTACHED TO CBS WALL W/ %," TAP X 1 %2" 1}0 - — - CASE FOOTINGS: 3" BEAMS: 1.'%" SUSPENDED SLABS: I Vi" 7) PER TRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL EMBEDMENT AT 16" O.C. VE.RT. CONTINUOUS "IT" AILS 0.09 11 m XR 18 6) LAP ALL REINFORCING STEEL' A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C --- - HAIdI) T OR STUB NAILS 0.097" to X 5/8" NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 1177, C 11.78, C 1.278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN OR LONG AT 24" O.C. 7) ; ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 HARDIPLANK DIRECT 1'O CMU TTAi.ZDTPLANK SIDING TO BE ATTACHED OVER TYVAK BLIILDINU „ PRES5URE.TREATED. WRAP OR 15# FELT OVER EXISTING BRICK. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 ��F IT DE AIL eats, •• S) : SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS %" LAPS AT TOP O INSTALATION OF HARDWARE IS NOT PERMITED. OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING F PLANK. HARDIPLANK TO BE ATTACHED WITH ET&F FASTENING SYSTEM INC ET&F BLOCK NAIL (ET&F NO. ASM-144-125, HEAD DIA. =030' , SHANK DIA.=0/14", LENGTH = 1.25" AS PER FL#24101.1 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL LONG) , OR MAX SYSTEM BLOCK NAIL (CP-C832 W7-ICO, HEAD DIA. = 030", SHANK DIA. = 0.15"; MNFG: PLY GEM SIDING GROUP SHALL CONFORM. TO THE MANUFACTURES INSTRUCTIONS AND STANDARD SPACES AND ATTICS SHALL HAVE AFLAME SPREAD INDEX NOT TO EXCEED 25 LENGTH = � . . 1.3 .) OR AEROSMIITH BLOCK NAIL (5323HP, HEAD DIA. = 0.10 , SHANK DIA = 0.1444' , NOTE: SEE TO MANUFACI URERS INST ALLAT ION PRACTICIES. WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 LENGTH = 1.25" „ 1.0) LINTELS SHALL HAVE A MINIMUM 4" BEARING. WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. CENTER) PLACED IN THE OVER -LAPPED AREA AT 8 ON CENTER VERTICALLY AND 12 ON INSTRUCTIONS FOR ADDITIONAL, INPORMA7IUN 11) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. HORIZONTALLY INTO BLOCK. 12) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR.CEILING AND SOFFIT TO BE ENERGY CONSERVATION NOTES STUCCO OVER AVIRELATH W/ IIGA. 2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER Q RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 METAL RIB LATH @ 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH - - ENERGY CONSERVATION RESIDENTIAL. -- - - FRAMING MEMBER). 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO 13 EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2 UNCONDITIONED SPACES SHALL BE WEAT ERSTRIPPED AN D ND INSULATED TO LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C, OVER (2) LAYERS OF (15# FELT OR A LEVEL EQUIVALENT TO TIIE INSULATION ON THE SURROUNDING TYVAK BUILDING WRAP) OVER 1.9/32 CDX PLYWOOD WITH lOD NAILS TO SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS STUDS@ 6" O.C. PERIMETER AND FIELD, REQUIRED T'O 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) THE B UILDING SHALL BE TESTED ;f10R AIR LEAKAGE IN ACCORDANCE WITH R402,4.1.2 5) 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. G) CONTRACTOR S HALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. •._ r - SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION METAL ROOFING OVER R-3 tC 30# FELT p N 19 G POVLf F PRE-ENGINEERED WOOD TRUSSES •. ROOFING -�-^------ O /32" CDX PLYWOOD ROOF ' �S METAL RO � � Z 30# EL1' � U 1 ., — @ 24" O.C. (MAX. SPACING) SHEATHING 1? ON 19/32" CDX PLYWOOD ROOF W N ...-- -- -- SHEATHING - - � PRE- ENGINEERED WOOD TRUSSES ` cv 24" O.C. ,,,,_ PRE- ENGINEERED WOOD `. @(MAX. SPACING) BOTTOM CORD OFSPACING) TRUSSES @ 24 C ,... ,- . -• . ..,... _.._.w:.� _ �1 . (CIN TRUSS�SIMPSON" STRAPPER. TRUSS „SIN?SON'STRAP PERTRUSSCONNECTOR SCH. ./ DRYWALL (WALLS Gl j�`-r CONNECTOR SCH. AND CL(y . o . ) / F - rMETAL FLASHING DRIP EDGE �`\\ F /z DRYWALL 1 - --.-METAL " j (CEILING) / - , T L FLASHING (DRIP EDGE) r .. _ R.YWALL(CEILING)— 2 X 6 CEDAR FASC /, D 2 X 4 WD TOP PLATE OR CED A "`.5.:....,..... „_. __.:.,�,.—.. (1 ROW). 2 X G , AR FASCIA � W " X 3 5/8" METAL STUCCO CEILING PER. STRUCT. " (I ROW) E— U 1 y� 8 X8 CONTINUOUS CONCRETE. ,� SOFFlT PER SOFFIT DETAIL NOTES L _ 8„X8" CONTINUOUS CONCRETE Z RUNNI R SOFFIT PER DETAIL BEAM BLOCKW/ (1) - #5 BAR IN — _BEAM / SOFFIT PER SOFFIT DETAIL W W #5 REBAR W/ 90 DEGRF CKW/ (1) - #5 BAR 1N (3000 PSI) CONC. FILLED CELL �— .E Ii00K 2 X 4 WOOD STUDS @ 24 (3000 Psi)OCOIVC. FILLED CELL - =' #5 RE (2)- 2X10 WOOD BEAM HOOK O C,^r2 — O.C.. 8 PRECAS LINTEL W/ 1 -#5 B - :. 8"X8"X16" CONCRETE'13LOCK „ BAR W/ 90 DEGREE UO ._.._.:.. ..W.4 GLUED AND NAILED WITH IOd O AR OR 1 /� X 3 5/8"METAL :: - IN 3000 8 PRECAS LINTEL W/ (1)-#5 BAR 8„' 8> ( PSI) CONCRETE FILLED CELL (MASONRY) _ X X16"CONCRETE BLOCK NAILS AT 8" O.C. STAGGERED TOP 1N (3000 PSI) CONCRETE FILLED CELL ON STUDS @ 2 I"- O.C. AT ALL DOOR AND WINDOW --__� (MASONRY) AND BOTTOM BOTH WAYS AT ALL DOOR AND WINDOW OPEN #5 V ERT, REBAR IN 3000 PSI V F-1 :. OPENINGS (SEE LINTEL SCH. FOR , �` �^- �Y-_"_ ( ) OPENINGS SEE LINTEL SCH. FOR... ,' '.. MORE INFORMATION) ,, CONCRETE FILLED CELL 7#5 VERT, REBAR 1N (3000 PSI) /�" DRYWALL BO'Cf3 ATTACH BEAMTO CMU WALL - E INFORMATION) _ „ IONS) CONCRETE FILLED CELL SIDES SEE WALL FINISH " EACH SIDE WITH SIMPSON HU26- . (SEE PLAN FOR LOCATIONS) MORE a ( 2 _ -- (SEE PLAN FOR LOCATIONS) E- - - WALLS 3/4" y '/r' DRYWALL ALL f� NOTES F(�R.WA . S WITH (12)-1/4"X 2 TITEN AND ROUGH BLOCK O FINISH - -- STUCCO OR HARDI FI NISH (WALL) (1`l E LANK I'.1Nl.,H ADJACENT TO SIIOWER (6)- 10d NAILS STUCCO OR HARDIE PLANK FINISH f-a AND IUB) - - --- -- — '/a" RIDGED INSULATION—.-Q n j WIDE CURB POURED WITH -- — 415 REBAR W/ 30" MIN. LAP SPLICE 8 - -_— -. FOOTING _-., _ '� #5 REBAR W/ 30" MIN. LAP SPLICE, V IX2 FIRRING @ 24 O.C. 2X4 P'f. WOOD BOTT. PLATE I - - �y �-` FINISHED GRADE. OR 1. '7z'' X T A" METAL, I f - RUNNER W/ PAPCONS -- - _- q . FINISHED GRADE 24 O.C; � � � - _.. . ' . � , : ._ ,� 2500 ,' 2500 PS CONC _ l - FINISHED G �_. ( PSI} CON FOUNDATION _' . I 11 ( O BETE FOUNDATION II III ..il.. III_.I I I GRADE. ltf .11 ._i.l __II} A - �.� ( ..____> !_._, _ SEE «_, SEE PLAN FOR SIZES A PLAN FOR. SIZES AND -- AND 1 - - _ SPECIFICATIONS) \1t SPECIFICATIONS) j\ (2500 PSI) CONCRETE FOUNDATION Iw IZI • :.. �: s _ _.e...-.....-- CONC. = 1, - ! L (� _ iL SEE PLAN FOR SIZES AND i } 1 �:111 141 w,., 1 .. I .._ i SPECIEICATIONSI ''TYPICAL INTERIOR NON-13M. WALL DETAIL nis... ENTRY SECTION ION nts. . TYPICAL WALL SECTION (GARAGI±,� arts... 'I VI"ICAL WALL SECTION -- SHEETNUN➢E2 PAUL YWE'L,CHINC. , MECHANICAL ELECTRICAL CIVIL ENGINEERING ©� 1984 S. YY 6I1-TMOREST, SUITE # 1 /4 Er PORTST, LUCLE, FL 34984: L"-'ONE(772)785-9888 EJ"AIL PYVELCHINC@AOL.COM i ,PAUL WELCH, R.Z. FLA R-EG.NO; 29945 s: JUL 2 0 ,101 -- —LXU 1-.I, IJYf'J VYVVU JAIAb YAS ILNLU W/ -Za X5 Y2- _ (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR �- EQUAL) w/ 2" SQUARE WASHER SPATTED @lG" O.C. MAX. P.T. WOOD BUCK WITH EAI-ANT PER WATERPROOFING APPLY PERIMETER SEALANT CAULK NOTE #.I AND ANCHORED 10 MASONRY PER BUCK „ BETWEEN BUCK & WINDOW FRAME ATTACHMENT. NOTE; (SEE WATERPRC)OFING NOTE #5) STEEL TRACK BRACKETS l'0 DE FASTENED TO WCJOD, SEE WATERPROOFING NOTE 1/6 2x6.BUCK W/ PER GARAGE DOOR MANUFACIL)RER'S SPECIFICATIONS (OR AS NOTED BELOW) CORI20SIOLJ RESISTANT FLASHING 0_HGD TRACK BRACKET C) fT ',T F3U<;I< PER WATERPROOFING NOTE #2 ANCHOR DOOR JAMB ANT:? HEADER TO 2x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S 7' HIGH DOOR: 7 Vl " x 1-We" LONG CORROSION RESISTANT ( ) 1a a 1 N1 PRODUCT APPROVAL INSTAL-LA'.TION REQUIREMENT'S. HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. - OHGD FUCK DETAIL.. - _- _ _ SLIDING',GLASS DOOR BUCK. DETAIL ----------- . $GALE N.T',S. SCALE N.T.5, j CONIINUOUS'FOAM INTERIOR_ AIR FASTENERS AS REQUIRED BY WINDOW MANUFACTURER STUCCO CEMENT FINISH a, AND WATER SEALANT PER .. WATERPROOFING NOTE #6 CORROSION RESISTANT FLASHING PERWATERPROOFING NOTE #2 CMU WATER RESISTANT COATING / - FII_I._ED CELL AT JAMB BLOCK (TYP) MARBLE SILL = �--CAULK: SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #1) (SEE WATERPROOFING NOTE #5) MORTAR OR - CMU WATER RESISTANT COATING '• GROUT I (SEE WATERPROOFING NOTE #1) d ° 1 X3 P.T. WOOD FIRRII IG ALL (3) SIDES � SET SILL IN FULL MORTAR BED u, Q CONTINUOUS ' Ji' DRYWALL ;. STUCCO OR DECORATIVE CEMENTITlOUS COATING /- WOOD TRIM CORROSION RESISTANT FLASHING `' \ 8" C_M.U. PER WATERPROOFING NOTE #2 P.T.. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO - Y4"FURRING TO MASONRY WALL MASONRY PER BUCK ATTACHMENT NOTE. APPLY PERIMETER SEALANT CAULK 4# „ BETWEEN BUCK & WINDOW FRAME SEE WATERPROOFING NOTE #6 (SEE WATERPROOFING NOTE #5) - ANCHOR DOOR JAMB I IEADER TO MASONRY IN STRICT ACCORDANCE WITH MAhJUF'AC R1RE'S `v PRECAST CONCRETE WIND hESIS fANT FLUSI I PRODUCT APPROVAL. INSTALLATION REQUIREMENTS. SILL AS MANUFACTURERD BY CAST-C"RE"TF._ ;i I 7R" (OR EQUAL) EXTERIOR DOOR BUCK DETAlll---- --- IfFIECAST CONCRETE WINDOW SILL_DETAIL _ — SCALE: N.T,S. SCALE` N.T.S.—T WATERPROOFING NOTES u 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 CMLI WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE STUCCO CEMENT FINISH' APPL.ICA110N OF THE CMU WAl'ER RESITANT Ct�A'TING SI-IALL INCLUDE TFJE ENTIRE: SURI�Ol1ND OF TIIE C� OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF' THE OPENING 8" MINIMUM EA(<'I DIRECTION. ALL Qi 1 k' r-- FILLED CELL_ AT' ,JAMB BLOCK (T'YP) CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 0 U N CMU WATER RESISTANT COATING _; NOTE c / 1... INSTALL BUCKS SO THAT THERE ARE NO EDGE CAPS EXCEEDING I/8" BETWEEN BUCK AND MASONRY. U W (SEE WATERPROOFING #1) W 3.: PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALBETWEEN ThiE BUCK AND CORROSION RESISTANT FLASHING a• II :4 THE MASONRY. TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT I'D RESTRICT' 'THE PASSAGE OF LIQUID IFIROUGH I'HE'CUI'. ENDS PER WATERPROOFING NOTE #2 y n .4 _ c 1X3 T.T. WOOD FIRRING All. (3) SIDES CONTINUOUS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A I_i('UID W Q J ti APPLIED .WATER,, RESISTIVE COATING / SEALAIlf. O 4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR (— pPLY PERIMETER SEALANT CAULK' AI R BUCK 8c WINDOW FRAME \ — SEE WATER PROOFING NOTE : 6 \ # SLOPED IN A MANNER 10 DIRECT WATER TO THE SURFACE OF THE EXIERIOR WATER RESISTIVE BARRIER FOR SIJBSE(dIIENT DRAINAGE. INCORPORATE PAN FLASHING. AT HEAD AND SII_I_ AS WELL PAN FLASHING Si-IALI:. BffiWEEN \ (SEE WATERPROOFING NOTE #5) BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED), w W jSy -P,T. WOOD BUCK WITH SEALANT PER E� U WATERPROOFING NOTE #4 AND ANCHORED TO 5. PROVIDE ON WINDOW DOOR FRAME'S AT ALL PER --`- pE CONTINUOUS 3/8 BEAD OF SEALANT I / �IMETCR ON FRONT I W z W ` MASONRY PER BUCK ATTACHMENT NOTE. \ AND BACK SURFACE PRIOR .TO WINDOW / DOOR INSTALLATION; Q h G7 NOTE: 6. .AFTER WINDOW/.DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL..) AND 9IiF WINDOW / DOOR, 10 ENSURE A WATER RESISTANT INTERIOR AIR SEAL. AROUND THE ENTIRE PERIMETER.- Z ANCI IOR WINDOW FRAME TO MASONRY IN STRICT WINDOW FRAME SHOULD BE COMPLETLY SEATED ACCORDANCE WITH MANUFACTURE'S PRODUCE ON THE BUCK. IN NO INSTANCE SHALL THE APPROVAL INSTALLATION REQUIREMENTS, FRAME OVERHANG THE BUCK pUCh._ATTAA�HMF�1T� "ATTACH N • FOR 1_X`BUCKS TO CMU WALL.WITI-I:_ WINDOW HEADER AND .JAMBB�TYP.. BUCK. DETAIL 1 1/2" LONG CASE HARDENED COIL 14AILS AT 4" FROM ENDS AND 12" O.C. Z a _ OR N SCALE: N.T.S. 3/16" X 1 1/2". TAPCONS AT 4" FROM ENDS AI4D 12" D.C. V OR , d I/4" X 1.1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. u • FOR _2 X BUCKS ATTACH TO CMU WALL WITH:- 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C., OR - MOTE_ 3/16" X 2 1/4" TAPCONS AT -4" FROM ENDS AND 12" 0.C_ WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA / AMA 200-9. CONTRACTOR 1/4" X 2 1/4"; TAPCONS AT 4" FROM ENDS AND 12' O.C. SHALL SUBMIT FMMA / AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL • FOR DOUBLE 1 X BUCKS ATTACH FIRST COURS TO CMU WALL ITH BUCKS: 1 '1/'2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS.AND 12' O.C: , OR it • FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6,.2X8, 1X6, 1XB, DOUBLE IX6, OR DOUBLE 1X8 IS 3/16" X;1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O_C. @� ACCEPTABLE. OR _ O SHEET NUMSM ., ALL BUCKS MUST BE PRESSURE TREATED. ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB. 1�4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" D.C.- ATTACH SECOND COl1RS TO CMU, WALL TI-IRU --... ' - -' PAUL WELCHING. � of • FIRST COURSE WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT .4 FROM ENDS AND 12 O.C. OR 1MECHANICAL ELECTRICAL C1YIL ENGI/VEERING - -- - - ------ 3/16 X 2 1/4 TAPCONS AT 4-" FROM ENDS AND 12" O.C.. 4 .W. B/LTM"OREST. SCJ/TE',+;r 1 f.� OR / PORT 77 LUCIE, FL, ST984; X 2-1/4 TAPCONS AT 4' FROM EIID S AND 12" O.C.IVE(772J795-9888 P EN1A1L PWELCH/NC@AOL C 7M aW _-1/4 --.- -,-_-- PAUL L•VELCH, P.E. FLA REGNO, 29945 - _ I JUL 1 9 201� ELECTRICAL LOAD CALC'S PER NEC 1555 S.F. @ 3 VA LAUNDRY TWO 20A APPLIANCE CKTS LAUNDRY DRYER RANGE WH DW WP TUB (OPTION) REFRIG IRR. PUMP (OPTION) MISC FIRST 10 KW @ 100% REMAINDER 0 40% TOTAL A/C HEAT @ 100% TOTAL 36426 240 = USE 200 AMP SERVICE 152 AMPS 4655 VA 1500 3000 1500 5000 12000 4500 1200 1200 1200 1800 10000 46065 VA 10000 14426 24426 12000 36426 VA ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NI+PA 70) 2014 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 LOCATED AS SHOWN -- I`SD". 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 7) PROVIDEBRANCH 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. 8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING; BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 9) CARBON MENOXIDE DETECTORS ("CO") TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 10) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, IJ yr ° 1 ��u \ MAStEF2 BATH T 2'-0" U2'z,$„ 4 q�; 4p�aF. -X 4 _ MASTER BEDROOM Q ill Q u 3.-0 ATTIC 7C. Ci HVAC HW SOFTENER PUMP ACCESS lu k tip , 2 CAR GARAGE }PATIO 22 -� 18'8 x Iwq&r- T GKs �� FLOODS DINING A/C HA l bl�/L 1111'` (KITC: BEN E W FOYER - - - - - --- -m----------- - - - - / twF/&FS / RO 3'-0" x V-0" W3'-0" x 4'-6" 3'-0" x 4'-6" FAMILY ROOM =+ LOW, �r BEDROOM 02 ELECTRIC FLAN SCALE 1/411 = 11 a # 3/0 TH W IN 2" c _ ELECT. SERVICE .,�./ ... nn z� ' NPR • ` ro rr 24ov � MBR 200A - 3#3/0,#4, 2"C #A CU GRNO TIED TO eLDG STEEL, CWP AND DRIVEN GRNb ROD 'MOTE: USE ALL COPPER WIRE, L RICA RIS �►� •- OPTION«A'• - BEDROOM *1 •�^ ', \ I X Q Lj 2'-6" EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA: OD WIRE_ t 'CTIIc�I R1BIIAr,.. Ventilation rate. Ientilation systems shall be designed to have the capacity to exhaust the nunim im air flow -rate determined in accordance with Table M TABLE M MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES Kitchens 100 cfin intermittent or 25 cfm continuous Mechanica t exhaust capacity of Bathrooms -Toilet Rooms 50 efm intermittent or 20 efin continuous 62'-4' 11 II RJ ,. 3 -O L. 3 -O ,.. YAm"%y Z \�\\`� - - :. CONNECTOR SCH. /x DRYWALL C . -- EIi:ING `METAL FLASHING (DRIP EDGE) (CEILING) (I ROW) - ? AR FASCIA 1 2X6CED � 8"X8" CONTINUOUS CONCRETE i - �p BEAM BLOCKW/(l)-#SBAR IN SOFFIT PER SOFFIT DETAIL � .. • _ 3 (" PSI) CONC. FILLED CELL W/ 90 DEGREE HOOK 3000 P #5 REBAR ISM O v I 8"X8"X36" 8 PRE . N (300 AS LINTEL W/ (1)-#5 BAR }I _ CONCRETE BLOCK - 0 PSI) CONCRETE FILLED CELL-: I ., AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCH. FOR _ (MASONRY) � (MAS �. Q #5 VERT. REBAR IN (3000 PSI) -N WMATION) f', CONCRETE FILLED CELL �% cV MORE INFORMATION) _.. W' (SEE PLAN FOR LOCATIONS) : ALL (WALL) ---III I - STUCCO OR HARDIE P ' LANK FINISH 3/4"RIGID INSULATION •----s� 45 REBAR W/ 30" MIN. LAP SPLICE 1X2 FiRIZING 24" O.C. FINISHED GRADE 11=1►t-111��_ (= 1. (2500 PSI) CONCRETE FOUNDATION }1�\ SEE PLAN FOR SIZES ANDI SPECIFICATIONS)"'I 0 T, t it =ffl 0' *�-+ v r - ;> x -Q T'YPI -AL- WALL SECTION a tin AREA ,4r�a I A/C 15r✓-5 Isa F i Y Building Pernuth-, Product Review Affidavit Owners Name Modef Number r Product Approval Qlass Method of Atlachment Product Opening Design Product Rated MRPUfacturer Windows rp > : V `5 p , . 0 a 6 t .^.^u.w..+u^x.�.urasssmru �` .._......... ar�yy j}`gyp J M✓ Number � 1 p {YF % ( F y (JA[ ((> k V j YCf... / i. a r� � � ;r a f E, u Vic) T Mullions S I vw / � � ��1 4� �— F, � t (( i�� � �a ��� � �B+A �f ' t 1 � Fixed G�ass 7(j -^^-..._-•--..--�...._._...,..J.. .._..._ - S/ 7� G.> _ _ LI _-.-.R...__. � � N� '`^'' E' [ F ..T.�`" t �.�'i.nw*°` �" 3.q, -......_ :.,— _ems,. '� +.+-« .-........_�. ,...-...._.._. - 1" V��N✓' � � '1✓ r"'"tl Y Yty _. � { D>' `. � `thy" � A 4ni �• Y-..a........ t 4 � �+ pg (� �(,✓� 9y+jj a""1�e r+�� J��uawq� �( ...._-�-... _�-.. t 4 f p.-_.e...�..—«....( ......✓ dt 3'tarf "g 1 'Sl y � r✓ tv..7 Aj ( j.A ! ` Shill i tass Doors ✓ F.. r * --- �y afom . ti_.._ ,,._d IC -.�•4...._..�..............� / �P'.�.�} _ d- • " f , 4�. j •�t '(/�7 C 0,4��sw � � h+d p / .,..��f�.}.>�.(/.m'/�-..aJ/f...! ..4.,,.tra .,..aRf�y�.--•.....-,.».,,-...a..e jY' `A -..e,_r._ E-/a .�ro,,,,,.,.,� �. _ � I„iy yr. j�M/ �}ic' -' .. ! �N ..._...�..__ '1 ._.._,(.p��•,f,, ✓{ T ,,y Ad'"^� 7 k ± � • LH4r6� e ProtectionRoofing -0 p Roof Ventflation g Material _ s r a e n ^^. + + e- w•w ,gym . ._ a_ ..� . - ,� �» ._.. a. ,.i t E r"`" � C.�.. r� �•.� �'� � ffi 7 u� �y � `'��„ :.:... B'' � Rnrs�"` �` y�"--� f=._ Ms:'.*earr�'m�.� R; w I have rev'ewed the above cojjjpj)jje.nt,5 or cladding a id I have approved their u } �, h 5 � Z' O 4 5a F J :fr 0 �� oRds and fat-Ces specs e �� current rode: provi.�f ,se � En Seal Design Proft, o t-con Cert. No. awe 9 4N t U�� I. O O 00 O O 1" 1 R C- E E E 0 O I O E I cv E E E b CN r o _: W 21-08-00 r r r W W W 40-04-00 r M N W U U 12-04-00 62-04-00 ►! 40-08-00 62-04-00 5-04-00 14-U4-UU i u-uu-uu MITEK PLATE A?PROVAL #'s 2197.2 - 2197.4, WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 CJ02 CJ03 EJ01 EJ01 c c EJ01 c c c EJ01 EJ01 CJ03 CJ02 O O I O r I M PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORT SAiPIT LUCIE; FL 34984 PAUL WELCH P.E. FLA REG NO.29945 �-6-V (('WL—'D 9 9 his r NOTES: 1.)REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING INSTALATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.)AII TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER OR DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2' ox. MAXIMUM SPACING UNLESS OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED LOAD BEARING UNLESS OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP. 7.)BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED BY BUILDER. OBudders FlirstSource Jacksonville PHONE:904-772-6100 FAX:904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813-628-8956 Freeport PHONE:850-835-4541 FAX: 850-835-4532 BUILDER: P & C Construction LEGAL ADDRESS: 5412 Killarney Ave. Fort Pierce, FL MODEL: Revision: Killarney SpecRev. By: ce . DATE: Drawn By: 5/18/18 CJ rl6345 ' 1436345 DBL' 2X121 1 C!xr=8 -o s va �. a aa.i. N . , V L 1 V 1 \ WOOD B NAMP AREA 11 Area 1 A/C 1555 SQ FT GARAGE 440 SQ' FT Area 2 JERONT P RCN 28 SQ FT 2023 SQ FT, WVAC PLAN