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Home My WebLink AboutApproved PlansPlanning & Development Services Department o Building & Code Regulations Division * 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: HALL ADDITION Project Address: 1040 PULITZER RD. 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: ub ()cop , () p P aPP g 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 2014 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 ASO N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15 ft Roof Pitch: 3.5 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 19.3 19.3 19.3 33.6 33.6 N/A Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: -30.7 -53.5 -79.1 -36.4 -44.9 N/A 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: Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name IAAU-- Applicant: Product Opening Design Pressures Product Rated Deal n Pressure ManWaeturer Model Number Product Approval Number Glass T Method of Attachment y Windows a6YoF 1} "r.7t'P ��^I,t+` 1,7, -0f, SS m-T Gcx+,e� �j14 /CJJ ro.(!-rtl'M,I a-N,P*t' �8r J, �M/N 6sOv, -Nee NSQi "/R ex, r/N IF/uulriw, (Vffoi7 it `r al� iP plsT '541 -55c0 NoAx* IGr'0714,03 IMPacY J Io q I'la'MiN AT 4` 0,t,ar,U Fixed Glass N l� r� �Vnin T rb(,G e-" TulietUA 1V0 SWOTeI Sfct. Rk 15201,5 IV A -410 r I' Z'sA Cr A&SO .S[.ZBWS A17 Swino Type Doors 5ve tFWV15 q-l. 7(9 lvA56N1Tr '7`(v-FI. OP4A F0 A104..1 NIA 0/0Y lN/M, toae-6 gcper s 4-r 'b10 0 -4 4 , a2 341e,1%SllAkR Itow cRov C NOA-A15'404 R1A FER 51 UCr, NoTS -All PIAN S14IFFT#'L ":Dt9FFa/-t 1'3141-.14.1 •..450 a0u �re��, TRIP 4:. -r-La1`4Ooq-I N 1A PIFR. SOF�ITDETAIL, ON F%AN 5At T-4T, .�w.��s.a `f0 FW2�6121LI 7-7.. 'f I+I�I(.%1tINTE"T: ivlo l�, hjl Tl I�PAII )Li•0$2`1,62 f�l ? i�LhN �U.EET 3LJ `�'•..,.... RocPing Material µrtnd,7 - 79,1 -Ra$,5 (,ge Cmast 5Y'L2iM/ (llp5/,l N��It 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' _PAUL WELCH P.E. Signature: ON PLAN J f Design Prof: PAUL WELCH P.F.'' Cert. No. 29945 Date: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes rJP: DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to* r-T 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 It & Co, Cent Auth. Paul Welch Inc. ON PLAN 2/2/2017 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address SLCCDV Form # 020-12 Revised 3/15/12 (15) c - "fin Y4",cCALL LT-fP� wALL+svis 7..t.Y R7z� GRADE D FELT PAPER % PROVIDE BEAD OF SEALANT " FROM EDGE OF OPENING UNDER FELT APPLY FELT TO EXTERIOR OF OPENING AND FOLD FELT OVER JAMBS DOOR OPENING �I JJ -. DOOR OPENING WATERPROOF CD&TAIL IY/ NOTE. APPROVED PEEL AND STICK MAY BE USED IN LIEU OF GRADED File Copy I \� ~' SCOPE OF WORK f FL IvrsrvfD CONSTRUCT COVERED PORCH ADDITION PER PLAN. ,ii III = watt a'sttlsN�Iwsufa CONSTRUCT BATHROOM ADDITION PER PLAN. I II i GRAllsDFELTPAPER(APPL®✓ T1 - CONVERT EXISTING BATHROOM INTO CLOSET / HALLWAY PER PLAN. 'III II PROVIDE BEAD OF SEALANT''/." al 9 FROM EDGE OFOPENING UNDER FELT THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2014 FOR APPLY FELT TO EXTERIOR OF OPENING AND FOLD FELT OVER JAMBS EXISTING BUILDINGS CHAPTER R. 1. ! wINDDw OPENING NOTES: lls . GRADE D FELT PAPER SILL PANNING (APPLIED I) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL WRAP OVER ENTIRE SILL, OVER DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. LAP SILL PANNING 4^ PROVIDE 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE BEAD OFN NG LANT M" UNDERFE FROM EDGE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. OF OPENING UNDER FELT 1 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER I' it 'I i GRADE DFELT PAPER APPRON (APPLIED 1n) ` 9" WIDE CONITNUOUS UNDER SILL PROVIDE I SCALED DIMENSIONS. ` BEAD oaSEALANT Y4"FROMEDGE 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE ' _I OF OPENING UNDER FELT (FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY IIEAVY TERMITE INFESTATION AREA PER FRC 301. J 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2014 FOR EXISTING BUILDINGS. WINDOW OPENING WATERPROOFI IG DETAIL HUC48 HANGER AT COV. PORCH NOTE APPROVED PEEL AND STICK MAY BE USED IN LIEU OF GRADE DFELT. _.. USE "SIMPSON" HUC48 WITH (14)- 16d NAILS TO EXISTING WALL OR POST U (6)-10d NAILS TO BEAM CONGEALED FASTENEPS'OR ATTACHhiEAND — ARE THE RESPONSIBILRY OF THE --- ----.� OUTWOR 4F CORD THESE PLANS AND ALL PROPOSED WORK 1i4 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 0 MAY BB NECESSARY IWORDER,TO ALL COMPLY WITH ALL APPLICABLE CODES." MANUFAGTURa LURES SHOWING U FACTORS AND SH(3C COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS \\LST 4111 pos-1 trrrj UNTIL INSPECTIONS ARE APPROVED I NO.0SoL LUCTF t•o U Tti RiTIT In",` T)TVISION /�n� 1�;+ R'FVrrWiiTFv OFi �1?,iCE A1,VIE't i B S 1(LG V� DATE Gad, ® I ORNN0 INSPECTIPLAAND ON WILL HE A ADE.IT MUST BE KEPT O S JOW TERMITE TREATMENT REQUIRED cda re KzaN r 2> (v v] POP roof �., ,erg lT'fP1CC.l-1' \/ . .ems f IF\ \ �: ' C pro p �^tyN 1 ?-i w ..7 x,i°°'.D.I K124P �.2 { \ x �xl�TljIIA 1, \ + Zlo. _ • • � Iiy15T I�A'Iu�ool�t AND F-EMopEL• Fv� ` L\Ln9E fRoss w e\ I latir�b G —�p �A n� �InLI A u 2%68 IT:tAPi XI�T. Aral�� A4e. o L W Nv'� t1I • / S eWT ;1,1Z G , M Ito WG hPxE , LA,'/ T R tr, H, IV E. D APR 14 20V PERMITTING n�^ St. Lucie County, FL L00 L.& 'A H \L,L�C L N-C6 U PAUL WEI.CHINC. IMECHANI+CAL ELECTRICAL CIVIL ENGINEERING I9&4S. W &A-7NOREST. SUITE# 114 PORTST. LUCIE, FL34984, PHONE (772) 7115 -9888 E-MAIL PWELCH/NC@TAOL COM PAUL WELCH, P.E. FLA REG NO.29945 APR 1 41C17 6 R-30 INSULATION` -, Y2" DRYWALL CLG --- SIMPSON SP4 W/ (6)-1OD NAILS EACH STUD TOP AND BOT. - PLATE R-11 INSULATION --- -- /2" DRYWALL - --- - - WOOD OR VINYL BASE -- FLOORING PER OWNER '�1 s METAL ROOFING OVER 30 # FELT ON 19/32" CDX PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS @ 4" O.C. PERIMETER AND 6" O.C. FIELD PRE-ENGINEERED ROOF - TRUSSES @ 24" O.C. MAX _ SIMPSON STRAP PER TRUSS CONNECTOR SCH. ✓ ALUM. DRIP EDGE _ 1 X 6 P.T. WD.FASCL4 OVER 2X4 P.T. WD. SUB -FASCIA - - - SOFFIT PER DETAIL DBL 2X4 CONT. WOOD TOP PLATE 2 X 4 WD STUDS @ 16" O.C. HARDIE PLANK SIDING PER STRUCTURAL NOTES 2 X 4 P.T. WD BOTTOM PLATE --------- W/ V2" 0 X 8" EMBED ANCHOR BOLTS W/ 2" X 2" WASHERS @ 24" O.C. FINISHED GRADE 18" DEEP X 16" WIDE (2500 PSI) CONC, FOOTING WITH (2)- 35 BARS CONTINUOUS (PER SCH) TYPICAL FRAME BRIG. WALL DETAIL nt9 EXISTING ROOFING METAL FLASHING AT PITCH CHANGE 2X6 WOOD JOIST AT 24" O.C. —SIMPSON STRAP NITS 16 WITH (10)-1Od X 1 W' EACH JOIST EXISTING FRAME WALL / HEADER ROOF TO EXIST. WALL DETAIL its... (COV. PORCH) _ 2X4 VERTICAL SUPPORT AT SW O.C. MAX 2X2 OR 2X4 CONTINUOUS AT ALL LEVEL RETURNS OR AREAS OPEN TO ATTIC SPACE FASCIA ALUMINUM FASCIA TRIM #15 X 13W %S. TRIM NAIL INTO FASCIA AT 16" O.0 18 GA. X'/." S.S. STAPLE W/ 7/8" MIN. EMBEDMENT AT 8" O.C. INSTALLED IN END OF PNL QUAD PANEL ALUMINUM VENTED SOFFIT "ACM" 18 GA. X VV S.S. STAPLE W/ 7/8" MIN. EMBEDMENT AT 24" O.C. TO 2X4 CONT. F" CHANNEL 0,0155" THK ALUM. WITH 8 GA. X %11 S.S. STAPLE W/ 7/8" MIN. ;MBEDMENT AT 12" O.C. AT F CHANNEL AEG AND F CHANNEL SLOT SOFFIT DETAIL nts... AS PER FL#12019.1 MNFG: AMERICAN CONSTRUCTION METALS "AMC" REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR MORE INFORMATION 0 MAXIMUM HEADRER SPAN NUMBER OF FULL LENTH STUDS EACH END OF HEADER NUMBER OF HEADER STUDS SUPPORTING END OF HEADER LIU _ II_ K DOOR OR WINDOW OPENING DBL 2X4 SILL (WINDOW ONLY) 130 STUDS AT 16" O,C:. (WINDOW ONLY) TT _ _ I� TYPICAL HEADER DETAIL nts TYPICAL 4X4 POST DETAILatg... ky TORH DOWN ROOFING PER ROOF ATTACHMENT �UIREMENTS PLAN SHEET WOOD JOIST AT 24" O.C. PSON STRAP MTS16 WITH lOd X 1 '/2" EACH JOIST JM. DRIP EDGE P.T. WD. FASCIA WD, SUB -FASCIA 8 WOOD HEADER WITH IPSON AC4 W/ (28)-16d ILS EACH POST TO ADER (USE SIMPSON LCE4 _ORNER POSTS WITH (24)- 1 NAILS) APSON LSTA 18 W/ (14)- 10d AILS AT CORNER POSTS (1) R HEADER T. 4X4 WOOD POST MPSON ABU44 WITH (12)- id AND (1)- 5/8"51 X 12" NCHORBOLT RUSHED GRADE ?500 PSI) CONC. OUNDATION (PER SCH) 5'-O" 1T=0" M 33 2 3 1 1 2 UUSSES OR ROOF JOIST PER PLANT DBL 2 X 4 TOP PLATE STRAP EACH STUD TO TOP PLATE WITH-SIMPSON" SPH4 WITH (10) - lOdX 1 V2" NAILS STRAP EACH STUD TO HEADER WITH "SIMPSON' LSTA 24 WITH (18)- I Od NAILS DBL 2 X 12 WOOD BEAM WITH V2" PLYWOOD SPACER GLUED AND NAILED WITH 10d NAILS AT 8" O.C. STAGGERED TOP AND BQTTOM BOTH SIDES FULL LENGTH 2 X 4 WOOD STUDS HEADER STUDS 2 X 4 WOOD STUDS STRAP EACH STUD TO BOTTOM - PLATE WITH "SIMPSON" SPH4 WITH (10) - I Od NAILS P.T. 2 X 4 WOOD BOTTOM PLATE 0)- 518" WEDGE ANCHORS X 8" EMBED. WITH 2" X 2" X 1/8" WASHERS EACH SIDE OF OPENING AND 24" O.C. G- -CONCRETE FLOOR / FOOTING STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1 VS" SUSPENDED SLABS: 1 V2" 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURE6INSTRUCTIONS AND STANDARD PRACTICIES. 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND W O.C. FIELD.. ---� 11) HMOVER-LAPPED ANK HARDIEPLANK SIDING TO 8E ATTACHED OVER TYVAK BWRAP OR 15# FELT OVER PLYWOOD. HARDI2LANK TO APPLIED HALLY WIT a APS AT TOP OF PLANK. HARDIPLANK TO BE AD WITH FASTENERS 2 %" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK D, CORROSION -RESISTANT SIDING NAIL. FASTENERS SHALL BE PTHE OVER -LAPPED AREA AT < 8-1/4" ON CENTER VERTICALLY AND16TER HORIZONTALLY INTO STUDS THROUGH 5/8"PLYWOODSG. 5/8" PLYWOOD SHEATHING TO BE NAILED TO STUDS WITH 8DN" O.C. PERIMETER AND FIELD. WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE V2" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. V2" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1'/"" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 15/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 15/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED 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 ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVI LOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014 ENERGY CONSERVATION RESIDENTIAL. 2) CEILINGS WITH ATTIC SPACES SHALL HE INSULATED WITH R-38 INSULATION. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 C�'M PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. CONCRETE FOUNDATION NOTES _ I)SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 P5I 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 METHODS 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 TG 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 j BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. - - File Copy r z to §.4 k a P E F o OPT PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014-PLUMBING 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPINGFROM 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, HURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. MON SCHEDULE 18" DEEP X 16" WIDE (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2)- #5 BARS CONTINUOUS 8" DEEP X 8" WIDE (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (1)- #5 BARS CONTINI30US 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL #5 BARS X 12" LONG DRILLED OUT & EPDXIED WITH 6" MINIMUM EMBEDMENT @ 24" O.C. ALL AREAS ADJACENT TO EXISTING FOUNDATION PAUL WELCH INC. MEECWAN/CAL ELE'CTR/CAL C/V/L ENGINEER/NG f984S. W. BILTMOREST, SUITE # f 14 PORTST; LUCIE, FL 34984. PHONE (772d 788-9888 E-MAIL PWE'LCH/NC&DAOL COM . PAUL WELCH, P.E. FLA REGNO. 29948 APR 1 4 2017 TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFT DESIGN A01 EACH 308 (1)- MIS 16 1000 (14)-10d X 11/2" AO1GE CONT. 217 PLF ( )-LSTA15 1110 (12)- 10d SEE GABLE END DETAIL 1 STRAP AT EACH END AND AT 24 O.C. VALLEYS CONT. 100 # PLF ( )- MIS 16 1000 (14)-10d X 11/2" 1 ( 1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS AT FRAME BEARING LESS THAN 1000# EACH < 1000# (1)- MTS 16 1000 (14)-10d X 11/2" AT FRAME BEARING TRUSS COMPANY ECT LAYOUT DATE 2 22 2017 CUT -SHEET DATE 2 24 2017 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SO X 11/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 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 EXISTING 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. FOR TRUSS TO WALL CONNECTIONS. TORCHDOWN ROOF ATTACHMENT ROOF ATTACHMENT REQUIREMENTS ROOF DATA: Manufacturer: CERTAINTEED - - ` Type: MODIFIED BITUMEN NOA#: 14-0529,02 System Type: E(7) Base sheet Mechanically fastened page 27 of 42 Design Pressure: 60 (-PSF) PER NOA Membrane Type: SBS MODIFIED Deck: 19/32 " Plywood Base Sheet: All Weather / Empire Base Fasteners: 11 ga annular ring shank nails and approved tin caps (spacing per base sheet attachment requirements) BASE SHEET ATTACHMENT REQUIREMENTS: ZONE 1 : Base sheet attached to deck with Fasteners as specified above (Field) at 8 " O.C. in ( 4 ) rows. One row is in the side lap. The other rows are equally spaced approximately 9 " O.C. in the field of the sheet. (METHOD PERNOA) Design Pressure (-PSF): 60 ZONE 2: Base sheet attached to deck with Fasteners as specified above (Perimeter/ Ridge) at 8 " O.C. in ( 4 ) rows. One row is in the side lap. The other rows are equally spaced approximately 9" O.C. in the field of the sheet. (METHOD PER NOA) Design Pressure (-PSF): 60 ZONE 3: Base sheet attached to deck with Fasteners as specified above (Corners) at 4 " O.C. in ( 4) rows. One row is in the side lap. The other rows are equally spaced approximately 9 " O.C. in the field of the sheeL (ENHANCED FASTENERS) Design Pressure (-PSF): 106.67 MEMBRANE REOUIREMENTS: One ply of Flintlast FR Cap 30 TCoolStar torch adhered to base sheet. SURFACING Any of the approved surfacing options as per Table 4 of the Product Approval DECK INSTALLATION: Nail all plywood sheathing (19/32" thick minimum) with 8D ring -shank nails at 4" O.C. perimeter and 6" O.C. field for all zones. NOTE: REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 4 A01 A01 A01 A01 A01 GE EXISTING: VERIFY ALL CONDITIONS, PITCH, HEEL & DIMENSIONS ADDITION NOTE IT IS THE BUILDERS RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS, EAST COAST TRUSS CANNOT BE RESPONSIBLE FOR MATCHING EXISTING ROOF CONDITIONS. UPON SIGNING, BUILDER AGREES TO ALL CONDITIONS AS SHOWN ON THIS LAYOUT 9, 3„ J MV5 A02GE - — - ------ — o I 2' 1 1 /2" 0 0 0 - - 151011 -_— -� TRUSS PLACEMENT PLAN nts... METAL ROOF ATTACHMENT - (1) #9-15 x 1-1/2'' HWH w/Sealing Washer r I At Panel Lap—/ PANEL FASTENER: #9 - 15 X I Y2" WOODGRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, %4" 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 2INCHES (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 MANNER 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 ACCORANNCE WITH FBC 2014. ROOFING/UNDERLAYMENT PER PLAN - 2 X 4 X" BRACING AT RIDGE AND 19/32" ROOF SHEATHING 6 FEET O.C. EACH SIDE OF RIDGE ALUM. DRIP EDGE -� - 1X P.T. WOOD FASCIA y OFFII PER DETAIL (3)- 16d NAILS (TYPICAL) 2X4 LADDER FRAMING AT — 12 INCHES O.C. — GABLE END TRUSS 1 X 4 SPRUCE OR BETTER HARDIE PER LATERAL BRACE AT 6 FEET O.C. _ STRUCTURAL NOTE # FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) - 16d GABLE END FASTENED TO NAILS EACH, AT GABLE END — SLEEPER WITH 16 D COMMON TRUSS AND 4 TRUSS98 BACK I NAILS AT 12" O.C. STRAP GABLE END TRUSS WITH ih — "SIMPSON" LSTA 15 AT 48" O.C. CV WITH (12),- 1 Od X I %" NAILS TOP PLATE CEILING PER PLAN i P.T. 2 X 8 CONTINUOUS WITH V3" LAG BOLTS AT 24" O.C. WITH 2" X 2" X 1 /8" WASHERS REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2 X 4 T- BRACE WITH 16 D PLAN VIEW T-SRACE t NAILS AT 8 INCHES O.C. GABLE END DETAIL, DtS... File Copy ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2011 EDITION. 2) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 3) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT 4) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY. 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 9) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 10) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. r L-, HIV 'J4 n 4CA L F ELECTRICAL LOAD CALC'S PER NEC 2093 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 ()a 40% TOTAL A/C HEAT (a) 100% TOTAL 37071.6 240 = 154 AMPS USE EXISTING 200 AMP SERVICE PAUL, WEL cH we 1N$CHANICAL ELECTRICAL CIVIL LrJVGINEER/NG 1984S.W. SILTMOREST. SU/TE# f 14 PORTST, LUCIE, FL 24984. PHONE (772d 785-9888 E-1AIL PINELCHINCLEDAOL.CO/N PAUL WELCH, P.E. FLA REGNO.29945 6279 VA 3000 1500 5000 12000 4500 1200 1200 1200 1800 10000 47679 VA 10000 15071.6 25071.6 12000 37071.6 VA MAIR`2 1.2017