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HomeMy WebLinkAboutRevision; Residential Remodel etc.OFFICE USE ONLY: DATE FILED: —/ "' I a� PERMIT # REVISION FEE: 01 • D 0 RECEIPT # PLANNING & DEVELOPMENT SERVICES # BUILDING & CODE REGULATION DIVISI., w'`'ia d e 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT R S PROJECT INFORMATION ' LOCATION/SITE ADDRESS: 4422-502-0007-000/8 12174 Riverbend Trce PSL FL 34984 DETAILED DESCRIPTION OF PROJECT REVISIONS: Residential remodel, new wholehome electrical renovation, relocation of master door closet, spiral spiral stairs relocation removal of sauna, laundry layout changed, wood ceiling joist and ledger. I-beam now welded. a CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CRC1332581'' ST. LUCIE CO CERT. #: BUSINESS NAME:. Quality Construction Concepts LLC QUALIFIERS NAME: Gary Martinez ADDRESS: 4385 SW Shadd St. CITY: Port Saint Lucie STATE: FL PHONE (DAYTIME): 561-629-6421 OWNER/BUILDER INFORMATION: NAME: Fountain Plaza. Investments LLC ADDRESS: 737 SW Port Saint Lucie Blvd Suite A.. IN" ZIP: 34953 CITY: Port Saint Lucie STATE: FL ZIP: PHONE. (DAYTIME: 772-873-0545 ', FAX: ARCHITECT/ENGINEER INFORMATION: 4" NAME: Paul Welch ADDRESS: 1984 SW Biltmore St. Suite #114 CITY: Port Saint Lucie STATE: FL ZIP: PHONE (DAYTIME): 772-785-9888 FAX SLCCC: 9/23/09 FILE COPY Revised 06130117 SCOPE OF WORK CONSTRUCT 153 SQ. FT AD ITION TO LEFT SIDE OF RESIDENCE PER PLAN. ' a { Planning &Development services Department REMODEL EXISTING BATH OOM , MSTR BEDROOM, AND KITCHEN PER PLAN. " REPAIR BAY WINDOW PER LAN. ., Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 - REPAIR CHIMNEY PER PLA INSTALL ALL NEW WI DO SAND DOORS IN EXISTING OPENINGS PER PLAN. Certification for Design Load Compliance' I Project Name: FOUNTAIN THIS IS AN ALTERATION LEVEL Z AINDMUST COMPLY WITH THE FBC 2017 FOR EXISTING BUILDINGS CHAPTER 7 AND 8. ProjectAddress: 12174RIVERBENDTRCE Permit#: Occupancy Type: R Construction Type: ` V i NOTES: INSTRucrIONS FDR USE: 1) THE CONTRACTOR, SU 3CONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITI 3NS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. •?his certification must be completed, signed, and sealed by the design professional of record.? 2) STRUCTURAL FEATUR 1,S NOT DETAILED ON THESE PLANS WILL BE •:Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: ADDRESSED BY THE Er GINEER AS CONSTRUCTION PROGRESSES. o New Residences (single or mufti -family) ) 3 ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER 0 Residential Addition SCALED DIMENSIONS. 0 Any accessory structure requiring a building permit 4) ALL CONSTRUCTION MUST COMPLY WITH THE `FLORIDA BUILDING CODE o Any non-residential structure. (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 * Note: Form not required for interior renovations provided that no exterior structural elements are affected and MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA certain minor building permits at the discretion of the local building official. Contact the It above for questions. 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY DESIGN PARAMETERS AND ASSUMPTIONS USED: Icomclete all that aoelvl HEAVY TERMITE INFESTATION AREA PER FRC 301. 1. DESIGN CODE: Florida: Building Code 2017 Edition with 3DSupplements using ASCE 7.10 - --- 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2. Structure Designed as (check one):. X Enclosed Partially Enclosed _open 2017 FOR EXISTING BUILDINGS. j 8, Risk Category: _ I X II_ III IV Exposure Category: _ a X " C D 4, Design Wind Velocity 160 mph. 124 ASD N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15.7. ft Roof Pitch: 6 :12 Parapet N/A ft --" 6. Components & cladding Design Pressures Used: (PSF, based on losqft @ 15'MRH, clearly label on all plan openings): ' 19.3 19.3 19.3 33.6 33.6 31.8 Zane 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: -30.7 -53.5 •79.L -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 PUP / CONCENTRATED a. Were Shear walls Considered For Structure? X Yes_Nat 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 OESIGN 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 / S215 " Print Name cert # & Co. Cert Auth. Paul Welch Inc. -- ON PLAN 2/28/2020 Signature, Date, and Seal 1994 S.W. Blltmore St. Suite #114 Port St. Lucie, FL Company Name & Address SLCCDV Form # 020-12 Revised 3/15/12 (JS) - _ - � I, d.... - T, _ tG El. `aeax� OVA ziwl r'I. "r 'ew;*-, ii .- P •� • �� ds � II aS'k ( L WINDOW/ MARK DESCRIPTION APPLIES DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 1 16'X7' O.H.D. EXISTING 2 36"W X 71"H S.H. WINDOW 33.5 -36.3 3 36"W X 71"H S.H. WINDOW 33.5 -36.3 4 (2)- 36"W X 71"H S.H. WINDOW 33.5 -36.3 5 (2)-36" X 96" FRENCH DOOR 33.4 -36.2 5A 75"W X 98"H FIXED WINDOW 33.5 -36.3 6 52" X 71" S.H. WINDOW 33.5 -36.3 !, 7 36"W X 71"H S.H. WINDOW 33.5 -36.3 8 26"W X 37"HS.H. WINDOW 33.6 44.9 9 34" X 80" FRENCH DOOR 33.4 -44.8 10 36"W X 71"H S.H. WINDOW 33.4 -44.8 11 36"W X 71"H S.H. WINDOW 33.4 -44.8 " 12 36"W X 71"H S.H. WINDOW 33.5 -36.3' 13 36"W X 71"H S.H. WINDOW 33.4 -44.8 14 (2)-36" X 96" FRENCH DOOR WITH (2)-36" SIDELITES 33.4 -44.6 15 (2)-36" X 96" FRENCH DOOR 33.5 -36.3 16 (2)-36" X 96" FRENCH DOOR 33.4 -44.6 17 18"W X 71"H S.H. WINDOW 33.6 -44.9 18 52"W X 71"H S.H. WINDOW 33.4 -44.8 19 18"W X 71"H S.H. WINDOW 33.6 -44.9 20 60"W X 20"H FIXED WINDOW 33.6 -36.4 21 (2)-36" X 96" FRENCH DOOR WITH (2)-36" SIDELITES 33.5 -36.3 21A 72"W X 36"H FIXED WINDOW 33.5 -36.3 DOOR SCHEDULE r, I { NOTE: ALL GLAZED EXTERIOR WINDOWS AND DOORS SHALL HAVE A U-FACTOR ( LESS THAN OR EQUAL TO 0.65 AND A SHGC LESS THAN OR EQUAL TO 0.25 y Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit _ Owners Name roo.'A AV ` f-0 Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment - Windows dl o : CIL&O-( +45 j. �O Gi y/ �; Oo N6a�ks 3v.o5 _ Twit l2 >< 13 �� y-+� +w • t3s�.P..�eC �1'�f4.`�g to^ Mullions 4W (ytA0'( a$ .2- i7G'( EXi ruBE �.l I b40lo� l f i4 < 6s/B .. EH trsa p ekes > Fixed Glass Slit G.�IA2'� - �O. �Cs"i PvJ �! 1`�- 14,oto 2 arc. Block Glass U f A Skylights Slldln Glass Doors Swim Type Doors �71eE %4iA d�..CJI� '(�/bir 1`7-�jy5'i f'L...: )(O$, I� -MIZ-K 16 .i2 ofe. Gwxt-aa6 nwtApoel French Doors tt n K u q n i /r Garage Doors Hurrlc. ne Protection �(of PiCn '��%e `! 2.,, 14Ae-,II gptd WAeVofWIC KO" )4•082J.'11 N A ifs L'7TCLt�-'C--tsol'L-4t (O _.9..l . EN'iCC. '}3E:LL4 f Cit ,.._.. ., F ,y±,TT4.C.k-lP-.l: Rooting Material I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: bv4 Signature:, 01Jtr1 r- seal L Design Prof:A+ V �" P Ic Cert. No. _ 7� Date: 1 SAUNA HEATERS M .1 Loationsand protection. sauna h ters shalt be protected from accidental contact by persons with a guard of material - g a low therms c nduettwty, such as wood. The guard shall Trot have a substantial effect on the nsfer of heat from the heater to the room. J M19D2.2 Installation.'1 sauna heaters shall be initg1ted in accordance with the manufacturer's' steuctions. Sauna heaters shall j /I comply with UL 875. (! �-•' f� =M19023 Combustion air. Combustion air and venting for a nondir ve pe heater shall be provided in accordance with Chapters-17 and 18, respectively. 1,11902AContnels. Sauna heaters shall be equi with a thermostat that will ' room temperature to not greater than j 194°F (90"C). Where theermostat is not an integral part of the ter, the heat -sensing element shall r be located witfiin 6 i es (152 nun) of the ceiling. t • K.C'f.l�.oYE" �rl■.® k d II v 0 W --I C1 U- O Li � v C J O L , CC Q Q LU v U W Ln o W Z 62 W C3 c LU � C > L¢L CC (� � j ®�} ro® O , +(• �► '- PAUL WELCH INC. 6six vtwt MECHANICAL * ELECTRICAL C ENGINEERING 1984 S.W. SILTMORE ST. 114 PORT SAINT LUCIE, FL 34 O PHONE EMAIL A SEP 5IOU` � (772)785.9888 PWELCHINC@AOLOM -- i PAUL WELCH P.E. FL.REG. No. 29945 FOUNDATION SCHEDULE F-1 18" DEEP X 18" WIDE (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2)- #5 BARS CONTINUOUS F-2 8" DEEP X 8" WIDE (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2)- #5 BARS CONTINUOUS (STEP FOOTING) F-3 18" DEEP X 24" WIDE (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (3)- #5 BARS CONTINUOUS (STEP FOOTING) 2'0 F4 30" X 30" X 24" DEEP (2500 PSI) CONCRETE PAD FOOTING WITH (4)- #5 BARS EACH WAY EVENLY SPACED i F-5 48" X 48" X32" DEEP (2500 PSI) CONCRETE PAD FOOTING WITH (6)- #5 BARS EACH WAY EVENLY SPACED TOP AND BOTTOM r S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON C`y CLEAN COMPACTED CHEMICALLY TREATED FILL B-1 #5 BARS X 12" LONG DRILLED OUT & EPDXIED WITH 6" MINIMUM EMBEDMENT @ 24" O.C. ALL AREAS ADJACENT TO EXISTING FOUNDATION CONCRETE FOUNDATION NOTES 1)SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHOD DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4) AFTER FOOTING EXCAVATION, AND FORMING; CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557., 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. PLUMBING NOTES: I) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING ? 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, Cl OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. S) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL l BE APPLIED TO PIPING LARGER THAN'/ a" 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. 2, Y� KOOk. 3� 3� 4 a �- I f! .47 2 _ d, N i G , c g` g� WINDOW / DOOR SCHEDULE ARK TDESCRIPTION APPLIES DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 1 16'X7' O:H.D. EXISTING 2 36"W X71"H S.H. WINDOW 33.5 -36.3 3 36"W X 71"HS.H. WINDOW 33.5 -36.9 4 (2)- 36"W X 71"H S.H. WINDOW 33.5 -36.3 5 (2)-36" X96" FRENCH DOOR 33.4 -36.2 5A 75"W X 98"H FIXED WINDOW 33.5 -36.3 6 52" X7V S.H. WINDOW 33.5 -36.3 7 36"W X 71"H S.H. WINDOW 33.5 -36.3 8 26"W X 37"H S.H. WINDOW 33.6 -44.9 9 34" X 80" FRENCH DOOR 33.4 -44.8 10 36"W X 71"HS.H. WINDOW 33.4 ' -448 11 36"W X 71"H S.H. WINDOW 33.4 -44.8 12 36"W X 71"H S.H. WINDOW 33.5 : -36.3 13 36"W X 71"H S.H. WINDOW 33.4 ' -44.8 14 (2)-36" X 96" FRENCH DOOR WITH (2)-36" SIDELITES 33.4 '. -44.6 15 (2)-36" X 96" FRENCH DOOR „ 33.5 -36.3 16 (2)-36" X 96" FRENCH DOOR 33.4 -44.6 17 18"W X 71"H S.H. WINDOW 33.6 -44.9 18 52"W X 71"HS.H. WINDOW 33A -44.8 19 18"W X 71"H S.H. WINDOW 33.6 -44.9 20 60"W X 20"H FIXED WINDOW 33.6 -36.4 21 (2)-36" X 96" FRENCH DOOR WITH (2)-36" SIDELITES 33.5 -36.3 21A 72"WX 36"H FIXED WINDOW 33.5 -36.3 ?Ztv , rl cl.o1k tl zp to if -. t 1 1 1" t I VISI01V ' PAUL WELCH INC -MECHANICAL * ELECTRICAL * CIVIL EN ERING 1984 S.W. BILTMORE ST. SUITE# i 1 A PORT SAINT LUCIE, FL 34984 c_ PHONE EMAIL®� SEP 1 5 2023 (772)785,9888 PWELCHINC@AOL.COM PAUL WELCH P.E. FL. REG. No. 29945 r I I x, r �a P' e W J tM �ry� o N � ixT^+m MI a U LU U N (y� " .RI ill �. W LLJ h > � ~ � j Lu N _1 Y... 4{ kfI I{ A x 22 0) 1� OOD LEDGER WITH " X ''h" LAG BOLTS AT 12 Bnr^raer+;RL) 3/ OR ROOIp 301R 1V O,C. t TP�PLA � ! 3u��rt�- TILE ROOFING OVER -70+ -5 A%AAr AV _ UNDERLAY ON 19/32" CDX IIBL 2 X TOP PLATE PLYWOOD SHEATHING y 1161`; �' d 4 %s" DRYWALL (WALLS �S ' Ip STRAP BACK STUD TO TOP PLATS AND CL NAILED W/ 8d RINGSHANK Sti1� E S G WOOD GIRDER/ WITH "S[MPgOIV" $PH4 WITH (10) _ G) NAILS PER DETAILi TRUSS1 lOdXl'fi"NAILS ��. 2X10 WOOD JOIST(SYP#2) AT B �QC� E STING WOOD TRUSS ` �� 2 X 4WD TOP PLATE OR 24" O.C. l .«.. ".... --,---'WITH"9llNPS087A7D TO 24 WITH (18)- I `.5" X 3 518" METAL JOIST CUT DOWN TO 3 %z" _ IOd NAILS RU Nh ER SIMPSON STRAP MTS 16 WITH l 2) 2 X 12 WOOD BEAM WIT W 2 X 4 WOOD STUDS @ 24" (14}10d X 1 ''/z" EACH JOIST 1NAILED WITH IOd NAILS AT 8" O.C. OR t '2' X 3 5/8"METAL STAGGERED TOP AND B19TTOM ALUM. DRIP EDGE _.� ' BOTH SIDES STUDS � 24" O.C. L �Xtl- WOOD CEILING JOIST AT 1 X 3 P.T. WD.FASCIA OVER 24" O.C. WITH (3)-12d NA S +� x KDOOR OR WINDOW OPBNINO F 2 3 -- PULL LENGTH 7CQ WOOD STUDS 1X8 P.T. WD. FASCIA _ .... __., _ EACH END 4" DRYWALL BOTH R-304NSULATION ._ .�- - - 9 (�sf 2 a HEADER STUDS 2 X� ,WOOII STUDS SIDES (SEE WALL FINISH 2X4 WD. SUB -FASCIA IEXISTING WOOD HEADS DEL 12X4 SILL, NOTES FOR WALLS %" DRYWt4LL CLG (WINDOW ONLY) ADJACENT TO SHOWER SOFFIT PER DETAIL "^ t NEW FRAME NON-BRG W LL TL { PLATE °S1MP8wl SP O WITH AND B) 21p(+41ATUD8 AT Id' O.C.. > DEL 2X6 CONT. WOOD TOP (YY POW ONLY) (10)-- IOd NAR S WOOD SIMPSON SP6 WJ (6)-10D NAILS EACH STUD TOP AND BOT. 2X4 P.T. W D BOTT. PLATE PLATE :,."' y .. P.T. 2 XA WOOD BOTTOM PLATS PLATE - ._ . HEADER AT OPENINGS PER ,„ OR 1 64" X 3 5/8" METAL. INSULATION _.. '� � 1 I � (1)- �/s WEDGE wNclloRs x e' N, • I 1 I 1 11 j' EMBED. WITH 2" x 2" X IN, RUNNER W/ TAPCONS , R-13 INSUL ` DETAIL WASHERS EACH SIDE OF OPENING 4 @ 24" O.C. 2 X 6 WD STUDS @ 16" O,C, /z" DRYWALL AND 24" O.C. -«---CONTCRSTE FLOOR /FOOTING' CONC. FLOOR LAP SIDING PER �• STRUCTURAL NOTE # TILE FLOORING PER OWNER i x 6 P.T, WD BOTTOM PLATE TYPICAL INTERIOR NON-BRG. WALL DETAIL nts W/ 5/8" O X 10" EMBED a ANCHOR BOLTS W/ 2" X 2" WASHERS @ 24" O.C. i FINISHED GRADE 1V' DEEP X 16" WIDE (2500 PSI) -- - CONCFOOTING WITH (2)45 ' BARS CONTINUOUS PER SCH ( ) t t RG. W L TAI crts,.. EXISTING RAILING EXISTING 3'X3' STEEL_PS]� 7 9$5" X 16' X'/4" THK STEET:.PLATE WELDED TO COLUMN AND BEAM'/a rZ1 _ a��qn DiJ V P i FILLET WELD CONTINUOUS ALL r;i AROUND a�l�i 2p ^HAMRAM AND IJ < RAIL < EXISTING FLOOR FRAMING 000 oe— IIUN°I"'TO FLOOR FRAMING ` 8i3[7 DItAWINGtS � � tvJ t,«.- n $' i •� ' r 9 "I t%� ��%" J` ~ ?MrSr6A a IiA►.at x W 1OX39 STEEL I -BEAM 30 ksi) W 1 OX39 STEEL [-BEAM (30 ksi) U ' J �._ lo" X 10" x zX 98" WtDE '/q,. z THK (30 W ksi) STEEL ANGLE WITH 1 WELD PLATE TO BEAM AND COLUMN �zo q�EIS� /a FILL,IT WELD CONTINUOUS ALL — EXISTING WALL AT �I'I � K WELD CONTINUOUS ALL AROUND AROUND _ ; r " wlT-6 p LJJ u(S. io3 � /4S c�t9 i► i e 1e L Ger L r I r x�'�D 7" X' 16" X '/d' THK STEEL TOP CAP g ; EXISTING VX3" STEEL POST t , e,> 3" X 3" (30 KSI) STEEL COLUMN %„ THICK I 1 4" THICK (5000 PSI) CONCRETE N OVERPOUR WITH FIMERMESH EXISTING POST REMOVED , EXISTING POST TO FOUNDATION j WITHX /a' THK STEEL PLATE I 16(4)- 5/8" X 12" EMBED ANCHOR r& BOLTS TO FOUNDATION AND P CONNECTION WELDED TO COLUMN WITH. Ya C ei` .. •. ....:. m �, �obp, ��.") [��' j�LaTe W// 'EXISTING CONCRETE FOUNDATION _ � F[L LETWELDwil � o n-c 1 (� «�, OCF�i"�A �II,ATI� TO FLOOR .�..�...�.�.�—`l`.Oct' COL' � �'/ ,.-• _,.... , 1 , �«�« r t" 111 J{G � �} s AcxaR BOLTS � tee >.�� r EXISTING CONCRETE FOUNDATION 'NOTE. OWNER!'CONTRACTOR TO PROVIDE SHE0KAWINUS FOR STAIRS PRIORTO (J (2500 PSI) CONC. FOUNDATION ;� �� L% 1r� t SEE PLAN FOR SIZES AND INSTALLATIC3N•ce•®�®em�i- --a _ 45 BAR X 12" LONG DRILLED OUT , v .t 111 SPECIFICATIONS tPz(jP^jS� I)) rl) ;i AND EPDXIED TO EXISTING FOOTING . WITH 6" EMBEDMENT AT 8" O.C. {; STAIR NOTES: 1. THE MINIMUM STAIRWAY WIDTH SHALL BE 26 INCHES (660 MM). I 2. THE HEIGHT OF RISERS SHALL NOT BE MORE THAN 9i /2 INCHES (241 MM). - 3. THE HEADROOM SHALL BE A MINIMUM OF 6 FEET 6 INCHES (1981 MM). STEEL POST BEAM DETAIL NTS... At VISION � 4. TREADS'SHALL HAVE A DEPTH NOT LESS THAN T/2 INCHES (190 MM) AT A v ���®I�t POINT 12 INCHES (305 MM) FROM THE NARROW EDGE. 2 5. ALL TREADS SHALL BE IDENTICAL. st < Mc NC a�et e PAUL WELCH t :MECHANICAL * ELECTRICAL * CIVIL INEERING a,,, 6• HANDRAILS SHALL BE PROVIDED ON ONE SIDE. _ - 1984 S.W. BILTMORE ST. SUIT L - - n - PORT SAINT - -.- NT - LUGI F E, L 34984 _ _ .- ":._.. _ " - PHONE EMAIL ®~� SEP 1 7G<ir (772) 785. 9888 PWELCHING@AOL.COM s, ruv t PAUL WELCH P.E. FL. REG. No. 29945 �u. W —1 oW U Lij c J © L 0 CC Q O Q � W v u o ~ W z CE W � m + W Q > ZN __ _-- _. �_ ROOF FRAMING SCHEDULE WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE'h" DRYWALL FINISH. J-1 2X10 WOOD (SYP#2) JOIST AT 24" O.C. MAX SPACING UQTkM NOTES 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. /: T ICK WITH (13 GAGE,1318" 1) DESIGN LOADS IN ACCORDANCE WITH A5CE7-10. LONG,19/64" HEAD; 0.098" DIAMETER,1'/4" LONG, LAR-RINGED; 5D L 2X12 WOOD 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG,15/ 4" AD; OR GYPSUM BOARD (SYP#2) LEDGER WITH 3/8 X 5 /z' LAG BOLTS AT I2 O.C. 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE ItNAIL 0.086" DIAMETER 15/8" LONG, 9/32" HEAD) SPAC D AT 7" O.C. FOR NAILS STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. iD 12" O.C. FOR SCREWS. BW BEARIN G WALL 4 MINIMUM INI iN CONCRETE PROTECTION FOR REINFORCING BARS: 3) WALLS AT SHOWER TO BE`TILE. PROVIDE CEME , ' BER-CEMENT OR GLASS I SEAMS: STEEL L A MINIMUM SLABS: 1 %a" MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR S) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. AREAS AND WALL PANELS IN SHOWER AREAS. (PLR F TUAN C 1278 AND INSTALLED IN ACCORDANCE WITHMANUFACTURERS' 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE 1 RECOMMENDATIONS PANELS FOR WALL TILE IN TUB AND SHOWER RC 702.4.1 &FRC 702.4.2). PRESSURE'. TREATED. 4) WALL AND CEILING FINISHES SHALL HAVE A SMIOKE-DEVELOPED INDEX OF 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO NOT GREATER THAN 450. INSTALATION OF HARDWARE IS NOT$ IERMITED. 8) UNLESS OTHERWISE NOTED, THE,INStALLATION OF SPECIFIED HARDWARE 5) WALL AND CEILING FINISHES SHALL HAVE A E- PREAD CLASSIFICATION OF NOT GREATER THAN 200. SHALL C01*JFORM TO THE MANUFACTUIRES INSTRUCTIONS AND STANDARD ! ) ALL EXPOSED INSULATION MATERiAI.S INSTALL D O ATTIC FLOORS SHALL i PRACTICIE s` HAVE A CRITICAL RADIANT FLUX NOT LESS THAN0.1 WATT PER SQUARE x gJ UNLESS O WISE NOTED, ROOF 4H ATHING TO BE NAILED CENTIMETER. EXPOSED FOAM PLASTIC INSULATION TERIALS EXPOSED TO r + HANKNAM T 4"O.C. PERIME'TI't`Tt.ANI) 6 O.C. FIELD..'°�r-'-' {,. ,: :+ C WALLS SHALL Ate, A UNDERSIDE OF THE ROUE DECK OR ON THE TT 10) HARDIEPLANKSIDI R BE NTT , 'l, l9OVERTYVAKBUILDINGrWRAPrOR ; 15# FELT OVE ' HARD TO BE APPLIED HORIZONTALLY , ;+' COMELY WITH SECTION FIM BO ''P 02.2.1 ALL GYPSUM BOARD MATERIAL ACCESSORIES SHALL WITH 1 '/4 = ` OF PLANTS; , ' IPLANK TO BE ATTACi%I1 VVRTH ER 7 O RM TO ASTM C 36 C 79, C 475, C SI4, C 630, , 931> C 9GO,,I� 1002> C 1047, C FASTENS ` 223" HE Fry'1R, 0.092" $DANK D a TER> ' 9 i; 77 )78; C 1278;;C 139& C 13%, OR C 1658 AND S LLB ' LED IN ; CORROSI(i SIDING e&ERS SH*ZL BE P THE y ` «�I I ° CC( ANCE WITH THE PROVISIONS OF W. ' HE FOR THE OVER -LAP :: L.B 14 i ERTICALIi AND' ' ,r :. n C 557 ST ATION OTGYPSUM BOARD SHALL CO. ' , RM TO A YW(3(1IJ MA „ . ,, DL6N>Sgk„A T „ 'LION MATERIALS, tNCi:UbING FACIN ; .UCH Asw�r � TARDERS ' , r R V R PERMEABLE ME ONES INST WI'lOIIIN T�:GEILING ;� _.r AS, ROOF -CEILING ASSEMBLIES, IVY' ASS), PAC j, AND,ATTICS SHALL HA' AFLAME. EXCEMwwrr, x WITH' IPANYING` i±BL ., FED 450 #3 BARS X 12" LONG T & EPDX I Iih t _WHEAi•.I ACCO AS „ WITH 6 MINIMUM El.----f@24v'0I' + ALL AREAS ADJACENT TO EXISTING FOUNDATION » r1„+, EXISTING CONCRETE FLOOR t / FOUNDATION; 6" T111CK (2500 PSI) CONCRETE SLAB OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL + + JY• 6't �I��h i 6�� �4iei g • S tF FI "R itFg1ATR=I?ETAIL ntL ANCHOR/BASE SHEET ASTM D 226, TYPE II, OR ASTM D 2626 SHALL BE MECHANICALLY ATTACHED TO THE WOOD DECK WITH APPROVED FASTENERS SPACED IN A 12 IN. GRID _ STAGGERED IN TWO ROWS IN THE FIELD, AND 6 IN. ON CENTER AT THE LAPS. EXTEND ANCHOR/BASE SHEET AMINIMUM OF 4 IN. UP VERTICAL SURFACES. ANCHOR/BASE SHEET END LAPS SHALL BE A MINIMUM OF 6 IN. AND HEAD LAPS SHALL BE A MINIMUM OF'4 IN. OVER INSTALLED ANCHOR/BASE SHEET, APPLY ONE LAYER OF MINERAL SURFACED CAP SHEET ASTM D 6380M IN FULL 25 LB./SQ, L5 PERCENTMOPPING OF HALL B A MINIMUM i 2X4'lhOOD TOP PLATE ND LAPS SHALL BE A MINIMUM OF 6 IN HEAD LAPS S E ASPHALT E , ;, „ OF 3 IN. AND BACK NAILED 12 IN. ON CENTER WITH APPROVED NAILS THROUGH EXISTING WINDOW CONTINUOUS WITH /4 X 3 T NC;APS OR BY MIAMI- DADE LISTED PREFACBRICATED FASTENERS IN ACCORDANCE LAG BOLTS TO PLATE ABOVE WITH FLORIDA BUILDING CODE, BUILDING 1517.5.1 AND 1517.5.2. PROVIDE PLASTIC OR ' EXIST. 2X4 WOOD TOP PLATE AT 12" O.C. COMPATIBLE ROOF CEMENT AT NAILS PENETRATING UNDERLAYMENT CONTINUOUS 2X4 WOOD STUDS AT 161' O.C. s ALL WORK TO BE IN COMPLIANCE WITH PRODUCT APPROVAL (FL# 7804".1) & "SIMPSON SP4 WITH (6)-10d LAP SIDING PER EACH STUD STRUCTURAL NOTE # 1 D ' BUINDING CODE 2017PECIFICATIONS, RAS 118, RAS 119, RAS 120 AND THE FLORIDA I • 4 , R-131NSULATION o. "SIMPSON" SP4 WITH (6)-10d _ EACH STUD t^ , 'A" DRYWALL SACKMAIL€D WITtr 2X4 P.T. WOOD BOTTOM fP BTENE S OR NA�LB (x1S i PLATE WITH 5/8" X 5'/a" MIN. *� r- THROUGH TANCAPS EMBED WEDGE ANCHORS AT 24" O.C. r r#� tvkP a' 44EAD LAP I FINISHED GRADE SSHEll LAP 4' NEW CONCRETE FOUNDATION PER PLAN DRAWING 1 F EXISTING WOOD FRAMING EXIST. (I)- 2X4 WOOD TOP PLATE CONTINUOUS "SIMPSON" LSTA18 WITH (14)- - - I0d FROM POST TO STUD ABOVE OR WRAPPED AROUND PLATE (2 PER POST) i 6X6 WOOD POST LAP SIDING PER STRUCTURAL NOTE # "SIMPSQN" HDU2-SDS2.5 WITH (6)- SDS W' X 2 i/2" AND (1)- 5/8" X 12" EMBED ANCHOR . BOLT 2X4 P.T. WOOD BOTTOM PLATE WITH 5/8" X 5'/2,, MIN. EMBED WEDGE ANCHORS AT I i 24" O.C. , EXISTING CONCRETE FOUNDATION 3(i1-7:511 CHIMNEY 6X6 POST DETAIL om EXISTING WOOD FRAMING �I�I�II .• a� fi I �Ut�=11�tb� -,EXIST. (3)- 2X4 WOOD TOP PLATE CONTINUOUS "SIMPSON" LSTAI8 WITH (14)- LL 10d EACH STUD TO STUD ABOVE -, 2X4 WOOD STUDS AT 16" O.C. -+- R-13 INSULATION LAP SIDING PER '""STRUCTURAL NOTE # I ,SIMPSON" RSP4 WITH (8)- 8d x 1 '/a" EACH STUD 2X4 P.T. WOOD BOTTOM PLATE WITH 5/8" X 5/z" MIN. EMBED WEDGE ANCHORS AT 24" O,C. — EXISTING CONCRETE FOUNDATION :111tY11N A.' I YY HLL 4i� id4 i/J)t1.1HiL nts... _ lmvIsj% PA�+UL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUIT�i 14 PORT SAINT LUCIE, FL 84 A� PHONE EMAIL SEP 1' , Z�i (772) 785. 9888 PWELCHINC@AOL.COM PAUL WELCH P.E. FL. REG. No. 29945 r== 13 p �,p LU ) �c U ! , W CC e Z I— .` O W -. 0 h p 0- (, Lw U U , /� Wfn I— O Wj W W m % s Y aLLJ Lu Z N l I. ;n ELECTRICAL NOTES �J 1) ALL ELECTRICAL WOR SH L BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. / 2) A MINIMUM OF 75% OF rHE LAMPS IN PERMANENTLY INSTALLED LIGHTING w - FIXTURES SHALL BE HIGH-EfFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. ( OW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL, BE SEALED TO LIMIT AIR LEAKAGE BETWEEN J CONDITIONED AND UOON ON ITIONED SPACES. fJ 4) SMOKE DETECTORS T BE 1 OV W/ BATTERY BACK UP — ARC FAULT CIRCUIT - —` 5) SMOKE DETECTORS T BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING j VERIFY. 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL ) SMOKE DETECTORS IN THE RESIDENCE II 7 PROVIDE BRANCH CIRCUIT d RC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROO %IS, DINING ROOMS, LIVING ROOMS, PARLORS, R LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, _,__.,_ __ f��* b° ' HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. Ag)8) PROVIDE GROUND-FAU T C RCUIT INTERRUPTER PROTECTION FOR ALL 125- _1st�l�i"r+, VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCE ORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 9) CARBON MENOXIDE D ITECTORS TO BE INSTALLED WITHIN 10' OF ALL p,tL.L1il i BEDROOMS. 10) EXHAUST FANS TO BE VENT�D THRU ROOF OR SOFFIT. 11) PROVIDE TAMPER RES STA LLT RECPTICLES PER NEC REQUIREMENTS. ` I 12) TIE ELECTRICAL INTO EXIS p"ING ELECTRICAL SERVICE. I IN n .o W�► _�� �' ELECTRICAL LOAD CALC'S PER NEC EXISTING AND NE ADDITION r — 3 3180 S.F. @ 3 VA 9640 VA _ — TWO 20A APPLIANCE CKTS 3000 n) j LAUNDRY 1500 G Ii1 I DRYER 6000 L I. RANGE 12000 WH 4500 DIN 1200 WP TUB (OPTION) 1200 N �) REFRIG 1200 : IRR. PUMP (OPTION) 1800 � 1,.: 5c11 h1 __._.... SAUNAaVrz®u) 6600 r MISC 10000 TOTAL 57540 VA FIRST 10 KW @ 100% 10000 3 REMAINDER Co? 40% 19016 TOTAL 29016 C A/C HEAT (& 100% 12000 TOTAL 41016 VA y 41016 240 = 17l AMPS USE, 200 AMP SERVICE wF*J W u- cui c4 w C W V 0 uj O_ N C� 0 z Q d Llj W 1" O W Z w li m Lu z Lu O z N I.L. n t^ PAUL WELCH INC. -- MECHANICAL * ELECTRICAL yr CIVIL EN RING e 1984 S.W. BILTMORE ST. SUITE#1( it PORT SAINT LUCIE, FL 34984 i PHONE EMAIL ®' SEP 1 5" 2G20 (772) 785.9888 PWELCHINC@AOL.COMFY' F-E,_.--.-- PAUL WELCH P.E. FL. RED. No. 29945 I II-- I e. Lu � IG �X�lf rd.ArL L i � V / k 5C15"P I � t; z: TF LL YwO(?DWALLSI.A'TFR'NG (_._ __ _ - GRADED FELT PAPER (APPLIED LAST) W — PROVIDE BEAD OF SEALANT'/<" U IFROM EDGE OF OPENING UNDER FELT APPLY FELT TO EXTERIOR OF / (n F• OPENING OVER I Ij� W PLYWOOD WALL SMATfIFNC WINDOW OPENING GRADE D FELT PAPER _O PROVIDE BEAD OF SEALANT W' � I I GRADE D FELT PAPER SILL PANNING Z C) O FROM EDGE OF OPENU40 UNDER FELT (APPLIED 2NDi C3. APPLY FELT TO EXTERIOR OF "� WRAP OVER ENTIRE SILL, OVER ll /l j/�% y�� } j /� , I Q LLJ OPENING AND FOLD FELT OVER IAMBS (,! I I ' I' LAP SILL PANNING 4" PROVIDE � 1.=C/v . - J L h�'I <) drO Aitd 1. k� _ __ (Wj U i l� DEAD OF SEALANT'/" FROM EDGE ....�__ I!i ill; OF OPENING UNDER FELTLw DOOKOPENING GRADE D FELT PAPER APPRON (APPLIED IT) a 9" WIDE CONTINUOUS UNDER SILL PROVIDE """.. ., . � W� W HEAD OF SEALANP'/4" FROM EDGE I •; �) co Ij� 3 W �OPENING 41NDERFELT i Z �.. > kill J'i'll Lu d' I III I 1 w�l »DUAL ... �j- - Ni3TE: PRbVEb PSEL'A b STICK MAY USED IN LIEU OF GRADED FELT. IfI3NE. A o aka DETAIL Y BE USED IN LIEU OF GRADED FELT. Y 1sl d! PAUL WELCH INC. <t. , V r scams,. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE# 114 y� PORT SAINT LUCIE, FL 34984 = PHONE EMAIL ^`� I°` -" -- \(172) 785.9888 PWELCHINC@AOL•,C; PAUL WELCH P.E. FL. REG. No. 2994S (y